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BPP-15-1155 Inspection Worksheet �0 a a Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-275192 Permit Number: BPP-5-15-1155 Inspection Date: January 23, 2017 Permit Type: Pools/ Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: FREHLING, ROBERT AND NANCY Work Classification: Addition/Alteration Job Address: 1285 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060144020 Project: <NONE> Contractor: GRAY DOLPHIN POOLS&CONSTRUCTION INC Phone: (305)207-0606 Building Department Comments NEW POOL AND CONCRETE POOL DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ��,� Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January 23,2017 Page 1 of 1 Miami Shores Village �lY Irk 3t f t /H Tt }} �0 10050 N.E.2nd Avenue NE 1{ / ,$�iftak t �IdKlorl/Ait�iraflon Miami Shores,FL 33138-0000 .� � � `2eM— w Phone: (305)795-2204 �/ S.APp�Ot/ED �20R11Dp' r1e ,a .8/ 2p1 Expiration: 02/20/2016 Project Address Parcel Number Applicant 1285 NE 95 Street 1132060144020 ' Miami Shores, FL Block: Lot: ROBERT AND NANCY FREHLINt ' Owner Information Address Phone Cell ROBERT AND NANCY FREHLING 421 E SAN MARINO Drive MIAMI BEACH FL 33139- 421 E SAN MARINO Drive MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 GRAY DOLPHIN POOLS&CONSTRU( (305)207-0606 j ...:::.... ..... . _ Total Sq Feet: 400 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fence Date Denied: Final Type of Work:Swimming Pool Occupancy:Private Pool Deck Additional Info:NEW POOL AND CONCRETE POOL DECI Bond Return: Wall Steel Classification:Residential Scanning:4 Review Electrical Review Electrical Review Structural Review Plumbing Review Plumbing Review Planning Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $9.00 Review Structural Invoice# BPP-5-15-55579 Co/CC Fee $50.00 08/24/2015 Credit Card $599.50 $ 150.00 DBPR Fee $6.75 DCA Fee $6.75 05/15/2015 Check#:30226 $ 150.00 $0.00 Education Surcharge $3.00 Permit Fee $450.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $749.50 In consideration of the issuance to me of this permit,I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servants,or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 907tipj that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning: re,I authorize the above-named contractor to do the work stated. f August 24, 2015 Authorized Si at e:0 r ' / Applicant / Contractor / Agent Date Building e�a46nt Copy August 24,2015 1 Miami Shores Village I, MAY 15 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �J Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 "D BUILDING (waster Permit No�6 ��" 0 �(S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1285 NE 95 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-4020 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Robert & Nancy Frehling Phone#: Address:1292 NE 95 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: RM a 1 CONTRACTOR:Company Name: Gray Dolphin Pools & Construction, Inc Phone#: 3 5-2 -0606 Address: 16225 SW 117 AVE UNIT#D14 City: MIAMI state: FL re :::� Zip: 33177 Raonel Lopez ,__` Qualifier Name: p Phone#: State Certification or Registration#: CPC1457551 Certificate of Competency#: DESIGNER:Architect/Engineer: Oppeniteim Architecture & Design Phone#: 305-576-8404 Address: 245 NE 37 ST SUITE #102/�, City: State: Zip:MIAMI FL 33137 Value of Work for this Permit:$ �, 0 y Square/Linear Footage of Work:�(u � Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: OLS (?U ion I deo-1< kle" o 01idpr, -f4ls Pep MI I Specify color of color thru tile: Submittal Fee$ �� Permit Fee$ CCF$ CO/CC$ - Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ J� TOTAL FEE NOW DUE$ (Revised02/24/2014) 4® C� v Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value excee 2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bra re will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of com nc ment must a posted at the job site for the first ins ction which occurs seven (7) days after the building permit is i absence of uch posted notice, the inspection will n t be approved dare' pection fee will be charged. Signature Signatu OWNER or AGEN CONTRA The foregoing instrument was acknowledged before me this JJh oregoipg i sIpment was c edged before me this day of �� 20 ,� b day of 20 �� by 'h-)bt<4 who is personally known to �X\k A�JD�(:Z who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,a Sign: Sign: 0 Print: Print: �. 4— !, � �,A k `'AiJ O'ti ENIA 1 r 1 Ai'l l�1d-ENIA Sea--`" EEsssote c,�Toc�29..<'016 yen. r 2^. APPROVED BY Plans Examiner ;v Zoning Structural Review Clerk (Revised02/24/2014) INC-1932& MAY 1 2115 ian Shores Village "" '°"'" -- Building Department 10050 N.E.2nd Avenue ��®IZiDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I jWe) acknowledge thpt a new swimming pool, spa or hot tub will be constructed or installed at Vn%C6Vrj*t ?LrYC t"ce `z%4; We•4S X , Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and method of attachment,including one end that shall not be removable without the aid of tools.(Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence,masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and location of all non dwelling walls. Florida Building Code,84101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9(Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self-latching device with positive mechanical latching/locking installed a min.54°above the threshold.If this option is selected,submit plans showing all types and location of all perimeter protection.The plans must also show the location and type of all openings, and the hardware type for each location.(Submit Manufacturer's Specifications). In accordance with the Code,the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second degree, able as provided in Section 775.082 o Section 775 08 F.S. foal must be signed by t nerlagent and the prime contractor. f, TOR'S SIGNATURE AND DATE OW ER'S SIGNATURE AND DAT CONTRA C AME(PLEASE PRINT) OWNER'S E LEASE PRINT) NO RY PUBLIC N RY PUBLIC CARLOS SANABRIA Ppuupr4 �P`aoyri� ,.�„s••�,, CARLOS SANABRIA ;'.° ^: Commission N FF 37673 =�•° ^3 Commission#FF 37673 ? My Commission Expires �,�' •P� My Commission Expires x'%',;111! °� July 1 B. 2017 •.,•,, �,°�` July 18, 2017 S�ORES C-1% Miami Shores Village 1 �� Building Department �tORiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date Miami Shores Village Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as �1rel� 1��% ?r5idcL4 ce , located at k?45 NoF-• `I5�`'' St c:Ao HtS,FL.33ft. In accordance with Section 33-12(t), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note:This certification is to be submitted with a swimming pool permit application in duplicate. ,yOQPtEs G'l ,�M Miamishores Village nu �ig m Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNDN ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned F106eY-f 1A. pV't i'�n is/are the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: Address: 17-SOS N.S. ci cs S�' Z'q VV%i CAOI f'5 1 17 .. 3 313'9 Whereas,the undersigned owner(s) &(,9,eyk C�• N P� LIQ) desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)doles)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. it. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That,Uwe,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in fitle to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be leased by Miami Shores illage�or its successors,in accordance of said Village then in effect. NKK. 6fifL4�)C. OWNER SIGN&PRINT OWNER SING&PRINT I Hereby r'y that on this day personally appeared before me and has produced ID # as identification and he/she acknowledge tha he/she executed the forego' fre and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this_ �� day of ,20 5 NOTARY PUBLIC STATE 6f FLORIDA (Revised 05/2209 •""""� CARLOS SANABRIA Commission N FF 37873 + •E �. My Commission Expires ''•,�?� �.�`� July 18, 2017 DEPA h ,a we 1948 NORTH Ta OPEZ R AONEL GRAY DoulkIN POOLS&0,ONSTRUCTION, INC. 16225 SiIV 1};AVE V D14 MIAMI FL 33177 Congratulaiiuns! W oh this license you become one of the nearly one million Floridians iilwnsad by ihs Department of Business and Professional Re:gsrtz3jw.. �) r picteutonals and bum range - from architects,►'j yacht broken,from boxefs to barbeque restanxwts, ON' and they keep Florida's economy strong- Every day we work to improva tie way are a�business in order to X2414 serve you better. For infom►ation about our serves,pie logonto, www.fnyfloddaiicgme.com. There you can Sid mme bftnudion about our divisions and the regulations that irnpact you, Subscrilm to departrr,�nt newslett3m and learn more about the DeImtrrrent's initiative,:,. T� �; 1711,sr.r:�::r is 4?;ensr�Errerttsy,R Fairly. f _ r issir."'i _t . Regulate �".��'"^ fly- Our m .r you NittFr so that you can serve your ' We const,t^t" -��rin^.� :;r;rre a. ' ' . '-�~ X11.489 rs. customers. lrl E_rrtt yr .)c fcr doi�?brts sin Fiortda, ra and congratulations on your new Iicensel f r DETACH HERE RICK SC'-"TT, GOVERNOR KEN LAWSON, SECRETARY z. U14el'ldti 2N.4 • v q1 -- *we° — ..N��' '•e y"t -`.vv"��S '"a4� q a 4 V �Z�N°a€ftSre cam: & _._ 'i•^.Fly �i M/--,�� y {!.,��yts !e.' .a?i i 'am � '� � �..,. � .-"aa� u. $ +«4. 4 f �i • • M.�6P41X�._.- �" a m ^yv� "`^w '� ' � *i, '4 tis qc,. ❑ s A` '•� 7 - , SEQ# L1408270003953 ISSUED: 08/27/2014 DISPLei'"°AS REQUIRED BY LAW o �s i 003016 m { Le�� i m l i - 4": _ Rm j 1ant to Couttlryr Gtute ''iter aA—Art $&W ,f e y r SEC T>��BU$INESI3 M HIN POOLS& 196 S tY PLUMBING PAYMENT RECEIVED OR CPC14 ' ,-SY TAX COLLECTep $75.00 07/29/2014 CHECK21=14-037639 ]d r°r3 IPt at oftlie fHcal Busis not a Mass Tax.The Its: 4 c �'yy� elm ,to do business. Hol any 90 ra.treratary l requi which aRply to the b :: Y tie ed �EIPT 'above ieyed ial vet I e Sec ea-276. F I b 9mrad0 z • -� GRAYD-1 OP ID:NR ACOR®n TE(MMroD/YYYY) CERTIFICATE OF LIABILITY INSURANCE DA01/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT•CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANTr If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT BRANDON BUTLER BUTLER,BUC1.1 E'',DEETS INC �E' 6161 BLUE LAGOON DR.,S7 E 410 AAIyN�F,rt:305 2620086 FAX No):305-262-0187 MIAMI,FL 33126BBUTLE BBDINS.COM Brandon W Butler ADD��' INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NAUTILUS INSURANCE COMPANY INSURED GRAY®C1A1�.�Ia 414 POOLS R. INSURER B:EVANSTON INSURANCE CO CONSTI3YJ'M'�e'10,`41 1"'C. 16215 6W I.1'l live Z)'14F INSURER C: Miami,FL 33177 INSURER 0: INSURER E: I INSURER F: COVERAGES a ✓'F:F1IF'CATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 3E ISSUED OR NAY r LRTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF:SUC;:�POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSR T;oc Cr NTWR.4YC:- -- li POLICY NUMBER MVDL SR MMD EFF MWDDI EXP LTR -_ ----_---- ---•-- LIMITS GENERALLLaEb.r;Y EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENtRAL LIARIL'TY NN45O458 06/03/2014 06/0312015PREMISES Ea occurrence $ 50,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE_IMIT,4P�UrS?ER PRODUCTS-COMP/OP AGG $ 2,000,00 epo. F POLICY $ AUTOMOBILE LIABIL:-"Y COMBINED SINGLE LIMIT Ea accident ANY AU,";t BODILY INJURY(Per person) $ ALL 014 ry i SCt:.:.i L-0I BODILY INJURY(Per accident) $ AUTOS AU QS —I NCM OWNED PERACCYDA AGE $ HIRED AUTOS AUIGS $ X UMBRELLA L,Au X 0 ;,,p; EACH OCCURRENCE $ 3.000,00 B EXCESS LIAB cladMS-MADEXOVA883316 01/13/2015 06/02/2015 AGGREGATE $ 3,000,00 DED RETENTION j $ WORKERS COMPENE4 TION WC STATU- OTH- ER AND EMPLOYEFS'UAiCIL[,Y O ` TS YIN ANY PROPRIETORipaflrN,=R/t;xcc, 7i wL'C-1 E.L.EACH ACCIDENT $ OFFICER/MEIIHc:F�i.CLt UDFO (Mandatory in NH) E.L.DISEASE-EA EMPLOY $ If yes dewnbe under DESCRIPTION OF OP_PATIC I_te_o- _ E.L.DISEASE-POLICY LIMIT $ I I DESCRIPTION OF OPERATIONS/LOCAI4),.S i bEwK;I-ES(Attach ACORD 101,Additional Remarks Schedule,H more space is required) *30 DAYS NOTiC I O (,ARC;EL"IATION EXCEPT FOR NON PAYMENT OF PREMIUM 10 DAYS Swimming Pool Const CERTIFICATE P.0t.DDER —_.. a CANCELLATION MIASHVI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ':GORES�':;L"��IE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN M1A�JII ACCORDANCE WITH THE POLICY PROVISIONS. 10170 P" c 2"L-". Rlli •Ib9i ; il.lpol:4. Vi,-LAGE. Fl.33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(21-� Thg-ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 05/14/20015DY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 1BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT PAYCHEX INSURANCE AGENCY,INC. NE: F 150 SAWGRASS DRIVE (A/C,NO.EXT): 877-266-6850 (AIC,No): 585-389-7426 ROCHESTER,NY 14620 E-MAIL INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: ILLINOIS NATIONAL INSURANCE COMPANY 23817 Paychex Business Solutions LLC INSURER B: Gray Dolphin Pools&Construction Inc 911 PANORAMA TRAIL SOUTH INSURER C: ROCHESTER,NY 14625-0397 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I ISR TYPE OF INSURANCE NSR ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR (MMIDD/YYYY) (MM/DDIYYY ) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $ E�LAIMS-MADE[:::]OCCUR MED EXP(Any one person) PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: POLICY =PROJECT=Loc PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED SCHEDULED BODILY INJURY $ AUTOS AUU�TTNO�pSS (Per person) HIRED AUTOS AUTOS ED BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I J RETENTION$ $ WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS'UABILIY 066085199 06/01/2015 06/01/2016 o s E.L.EACH ACCIDENT $ 1,000,000.00 ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? I E.L.DISEASE-EA EMPLOYEE $ 1,000,000.00 (Mandatory in NH) N l N/A X E.L.DISEASE-POLICY LIMIT $ 1,000,000.00 If yes,describe under DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Worker's Compensation coverage is provided to only those employees leased to,but not subcontractors of the named insured. Waiver of Subrogation granted in favor of the certificate holder. State License Number: CPC1457551 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 10050 NE 2 AVE DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY Miami Shores,FL 33138 PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JUN-03-2015 09:11 From:GRAYDOLPHIN 3052341822 To:305756B972 Pa9e:1/1 GRAYD-1 OP ID:Nk CERTIFICATE OF LIABILITY INSURANCE DA06102/201r201YY) _ 00/05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the polity(;es) must be endorsed. If SUBROGATION IS WANED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODULr BUTLER BUCKLEY,DEETS INC. Icon F- BRANDON BUTLER PHONE A No:305-262-0187 6161 BLUE LAGOON DR.,STE 420 305 2620086 MIAMI,n 33126 ADpRF.55 BBUTLE BBDINS.COM Brandon W Butler ' INSURERS)AFFORMNO COVERAGE MAIC g INSURER A:NAUTILUS INSURANCE COMPANY 17370 INSURED GRAY DOLPHIN POOLS& wsuwt a;EVANSTON INSURANCE CO CONSTRUCTION INC. 16225 SW 117 Ave#014 INSURERC Miami,FL 33177 INSURER D: INSURER a, INSURER F COVERAOE5 CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT To WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IN TYPO OF INSURANCE POUCY EFF Pqucr EXP POLICY NUMBER LUTS GENERAL LIABILITY EACH OCCURRENCE A X coMMERcIAL GENERAL uABILnY NN578006 06/03/2015 06/03/2016 PRF1VAIsUOr occwrence S 50,000 CLAIMS MADE FX OCCUR MED EXP(Any one person) $ 6,00 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE 3 2,000,00 6EN'L PRO-AGGREGATE LIMIT APPLIES PER: PROWCTS-COMP/OP AGG $ 2,000,00 POLICY L� —$- T LIABIUTY COMBINm SINGLE LIMIT (E.&=b = ANY AUTO BODILY INJURY(Per Pe-son) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per awdent) $ HIRED AUTOS AUTO$ ED PROPERTY ppMACiE ER ACCIDE $ IN j�RE�TEN'InIONS X OCCURBEXCESS CLAIMSMADE XOVA$83S1B EACH OCCURRENCE S 3,000,000 06/03/2016 06/02/2016 AGORCOATE $ 3,000,001DED WORKERSCOMPENSATION $ TORY AND 9UPLOYERS•UASILITY v s ITLF TH_ �CRERMELIM EXCLUDED?ECUTNE YIN MIA E. EACH ACCIDENT $ Mandatory In NH) El Ifyes.desvlye under EL DISEASE-EA EMPLOYE S DE8CRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ LL DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES IAU=h ACORD 101,Add0lnnal Ren1$Mg SGHgduld,It mor®space L4 required) *30 DAYS NOTICE OF CANCELLATION EXCEPT FOR NON PAYMENT OF PRMaUM 10 DAYS Swimming pool Const CERTIFICATE HOLDER CANCELLATION MIASHVI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10060 N E 2 AVE. ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE,FL 33138 AUT�HORIIZZEED,REPRESENTATNE ©1988-2010 ACORD CORPORATION. All rights reserved- ACORD 25(20101(iS) The ACORD name and logo are registered marks of ACORD GRAYD-1 OP ID:JY Q CORD DATE(MM/DDnYYY) CERTIFICATE OF LIABILITY INSURANCE 11/07/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME; BRANDON BUTLER BUTLER,BUCKLEY,DEETS INC. PHONE 305 2620086 FAX ;305-262-0187 6161 BLUE LAGOON DR.,STE 420 (PA' No Ext MIAMI,FL 33126 n DDRW Butler ss;BBUTLER@BBDINS.COM INSURER(S)AFFORDING COVERAGE NAIC d INSURER A:NAUTILUS INSURANCE COMPANY 17370 INSURED GRAY DOLPHIN POOLS& INSURER B:EVANSTON INSURANCE CO CONSTRUCTION INC. 16225 SW 117 Ave#D14 INSURER C:Normandy Harbor Insurance Co Miami,FL 33177 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLIO EFF MPOOUCDY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY NN578006 06/03/2016 06/03/2017 PREMISES(Ea occurrence $ 50,00 CLAIMS-MADE 1XI OCCUR MED EXP(Any one person) $ 1,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRO-JECT LOC $ BIN AUTOMOBILE LIABILITY Ea acciden SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PERACCIDEN X UMBRELLA LIARX OCCUR EACH OCCURRENCE $ 3,000,00 B EXCESS LIAR CLAIMS-MADE XOVA883316 06/03/2016 06/03/2017 AGGREGATE $ 3,000,00 DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER C ANY PROPRIETOR/PARTNER/EXECUTNEF—] N t A NHFL0048052016 02103/2016 02/03/2017 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEO$ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) POOL CONTRACTOR, LIC #CPC1457551 CERTIFICATE HOLDER CANCELLATION MIASHVI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N E 2 AVE. ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD / F STATE OF FLORIDA DEPARTMENT OF BUSINESS A 4D PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS L CENSING BOARD (850) 487••1395 2501 BLAIR STONE ROAD TALLAHASSEE FL 32399-0 82 RODRIGUEZ. OSVALDO ELE-7RICAL MASTERS iNC 5400S`^b 47h ; . MiAMi L 33'44 c-arar :ae ons wit" this license you become one of the nea. y :re,r;,iion =!eridians licensee by the Department cf Business I= a"cfessio^a; Regulation. Our professionals and businesses ra 9e = STATE OF FLORIDA 7o.:r architects to yacht brokers.from boxers to barbeque DEPARTMENT OF BUSINESS AND 'estaurants. anc they Keep Florida's economy strorg. PROFESSIONAL REGULATION :ve.y nay we work to improve the way we do business in ordei ER001305 i ISSUED: 09106120113 to serve you better. For information about our services please cg onto www.myfloridalicense.com. There you can find mo REG ELECTRICAL CONTRACTOR r�crmation about cur divislor.s and the regulations tnat impact RODRIGUEZ. OSVALDO pa LEC"RICAL MA�F� �-_ y0�. S:JbSCflbe tc de rtmert newsletters and team more abo E �- ;^e JEpa°'TeR'S ^:4lattves• 'iNCIViOUAL MUST 7'j ",'OCA' N'?' P m;sslcr.2t:^.e Jepartrneht is License Effioiertiy, Regula; LICENSING REQUIREMES RIOR-�; CCNTR.AC"ING !N ANY AREA, air y. '.^de constantly strive to serve you better so that ycu can'. sense cur customers. Thank you for doing business in Florid �:.5 RF3i5`EREO _^ae: ;he prc. :ocs c° :aa F5 and congratulations on your new license: =x: a:.:-�1e TA--r-. HERE R:„K SCOT"'. 10VERNCR KEN LA•.AJSON. SECRETApv STArE OF FLORIDA DEPARTMENT OF SUSINq SS ARID PROFESSIONAL REGULATION ELECTRICAL CON rRACTORS LICENSING SOAR® ER0013057 66 -he ELECTRICAL CONTRACTOR Named below HAS REGISTERED under tine provisions of Chapter 489 FS Expiration. aate AUG 31 2018 (INDiVIDUAL MUST MEET ALL LOC LICENSiNG REQUIREMENTS PRIOR TO CCTING IN ANY AREA) RODRiGUEZ. OSVALDO ® I ELECTRICAL MASTERS WC ' a 8"5 NE 2 AVE MIAMI FL 331351 +Y ISSUED �910610!e DISPLAY kS REQUIRED BY LAW SEQ# LIso9ee0001640 A-iP-WADS 0PP!Wdu.1'A%MAI jI3N'WWJ.1-1L18-1 )Oj 92 9830SOMO0 IXIW sepawlelonuuao:)Iteu0paM&poqwtmawgeCNIdSOMatl ' ��q�ItolRl�tj�jyA�>ajur7ll01eiW�jxreBAmjR�s@r9eljajueulal�+oHixwm 'ssr>rrulje Wu sI jd�et11'xelsseurrn0 1�1 att Jo juawRad stw.ws Rpm td��@I�1 stietr{ng;e�aj slgl 9LZ£OO-9L-01Z0 C000003LO E (S)J0XJDAA 9tOZ19Zf60 00'9L H010VdIN03 n �, 8013dI103 xvj Au W01b.L0313 96L � � v 0aA11�3a I N'j W1.Vd �N152131Str'W 1VO1a1�313 , SSINISnH d0 3dAl 11S UgNM0 1 ~ V ' , OL 86 UV VB 1eldeyO _s d ,, " c , h s , apo0 R1uno0 of juenslnd ssoumnq jo soMd to p®Reidstp eq yin" "4£E 13 A t ivy " Z06L99£ 1S 6L MS 00t'8 '• L 60Z 0£ a38UV31d3S _TVM3N3a ONI SH31SVW 1VOIU10913 t S38Id X3 ON td1307N NOILV001l3RIVNS33N19(18 SLO£69£ t q AVd ION 00 111$V ION SI SIHl ,. AJ epi�od ;oalelS 'AlunoDapeC) wet VM � `, Id i9o� xel sseu isng i� a" ` 1x t 4 ! unci pal Contractor's Tax fbcei IN Miami-Dade County, State of Florida v U '; -THIS IS NOT ABILL-DO NOT PAY W .o►— OC NO: 9700003 a ® BUSINESS NAMEILOCATION RECEIPT NO EXPIRES e s-rtNo SEPTEMBER 3Q, 2017 0 o v� MIAMI.R 33144 7493a47 d¢ ® I Pursuant to County Code Sec 10-24 lam W LU U , OWNER TYPE OF BUSINESS N RJ TRICPL MASTESINC GJK1 KCAL CONTFiWIM PA YM ENT RECEIVED W" BY TAX COLLECTOR Z C)UJ Q 200.00 09126/2016 " C9 0210-16-003216 F j p 0 4 This receipt isnot MidinIheldioWirtgMunicipathies:Aventure,Doral,hfiyeah,Key Biscayrm, > :a r� Arlieml GRrdmss.Mianl Lakes,Pdrroito Bay,Rrrecrest.Sr,nmr Was Beach,Town of C>,tler Bay MUM IAMI nxt '�4rn Tr ( W Foro�nlurnetion,am sitWWW.niackrdc,goYtlkytG4ll�l� f• Yt - xa-- STATE OF FLORIDA DEPARTMENT OF BUSINESSPROFESSIONAL I CONSTRUCTION INDUSTRY LICENSING ARD (850)487-1395 2801 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LOPEZ, ONEL GRAY DOLPHIN POOLS &CONSTRUCTION, INC. 16225 SW 117 AVE D14 MIAMI FL 33177 Congratulations! With this licenseou one of Hearty one million Floridians lig by Department of Businessand Professional Regulation. Our professionals and business"range STAVE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong" PROFESSIONAL REGULATION Every day we work to irne the we do business in order CPC1457551 UED, 08/3012016 r. to serve you be For nformation atrt our services,please la onto .myfiort li .c . There you can find more CERT RESIDENT,,,,,, POOUSPA CONTR info °on about our divisions and the regulations that impact LOPr� you,subscribe to department newsletters and learn more about GRAY DOLPHI1 O C STRtJGTION, the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly,We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.469 Fs, and congratulations on your n licenses a auo 3'"2016 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,.SE T Y STATE OF FLORIDA DEPARIWNT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD g .,;. OP014571 The RESIDENTIAL POOIJSPA CONTRACTOR Named below IS,CE TIFIEDr Under the provisions of Ottter 489 FS. � ° Expiration date* AUG 31,2T118 ■ .. LOPEZ, RAONEL GRAY DOLPHIN POOLS&C UCTION, INC. 16225 SW 117 AVE 1)14 � $ MIAMI FL33177" r ISSUED: d d12d16". " 'NSPAs 4 UIRP-68Y LAS/ sEQ 0 L1608300002931 o®sttst Local Business Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-00 NOT PAY 4332878 Suslmess 0"AREIt.O"vo Rg I"tum. EXPIRES GRAY DOLPHIN POOLS&CONSTRUCTION INC REIVEWAL SEPTEM13ER 16225 SUV 117 AVE ON 6150313 ' Must be displayed at place of business MIAMI R 33177 Pursuant to County Code Chapter A-Art.9&10 OWNER SOC.TYPEOF BUSINESS PAYMENT REMPAO GRAY DOLPHIN POOLS&CONSTRUCnO406 SPECIALTY PLUMBING CONTRACTOR sY TAX coLucTopj .MONEL LOPEZ QUALIFIER CPC1457551 Worker(s) 3 $75.00 €17/12/2016 CHECK21-1 83883 This Laos)Business Tax Receipt only asofitrms paymom of the Local Business Tax,The Receipt is not a license, permni�of a certificotion ohtbe hoider'a olification%to do bus` Molder must comply with any governmental or nongoveramental ragolatery laves a mag dremerne which apply to the basin . TheiMIPT NO,above must5e Taped an all commercial vehicles-Miami-Dade Code Sec Ba-V& For morn information,visit u 3dnw,naiamidada,govftairaollactor E I 1 U 7450 Griffin Road,9140 • Davie,Fl.33314 Tel:954-584-6115 Fax:954-581-2415 E-mail:rcoletto c soilprobe.net Soilprobe Fnioneenng & Testing, Inc. August 31, 2015 American Foundation,Inc. 8700 NW 93rd St. Medley,FL 33178 RE: Pile Installation Certification Proposed New Pool 1285 NE 95 Street. Miami,FL This is to certify that on August 26, 2015 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of ten (10)piles were installed at depths and locations shown in the attached pile installation log and location sketch. The piles were installed at the location staked in the field by the owner's representative who was responsible for staking out the pile locations. We further certify that our authorized representative observed the piles and their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 35 tons (70 kips) as shown in the attached pile log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprobe Engineering& Testing,Inc. ;Pa - eana P.E. g.No 37334 Cc: City of Miami Client Tech Construction Enc. Pile log,Location sketch Engineering is the essence • • • • ° • • • • • • • • • • • , ofscience and technology 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 1 Theor. Pene Amount Pile Auger tration of Grout Actual Grout Grout Notes: ID Time (Feet) (CY) Pump Strokes Amount(CY) Factor Kips 08/26/15 1 1 3:40 22 0.88 63 1.39 1.58 70 Start 10:00 Arrived 9:51 2 2 3:45 22 0.88 63 1.39 1.58 70 Adonel903 9cy 3 3 3:42 22 0.88 57 1.25 1.43 70 4 4 3:40 22 0.88 67 1.47 1.68 70 5 5 3:44 22 0.88 62 1.36 1.55 70 6 6 3:39 22 0.88 63 1.39 1.58 70 7 7 3:40 22 0.88 60 1.32 1.50 70 Stop 11:00 Start 11:18 8 8 3:42 22 0.88 61 1.34 1.53 70 Adonel 7000 Arrived 11:07 5cy 9 9 3:40 22 0.88 57 1.25 1.43 70 10 10 3:38 22 0.88 58 1.28 1.45 70 Stop: 12:02 11 12 13 14 15 16 17 18 19 20 Miscellaneous Notes: PROJECT: Proposed New Pool CITY: Miami,FL Steel Spec's: 4 #6's w/ 1#7 center bar and CONTRACTOR: Tech Construction Logged By: #3 ties @ 8" o/e full length Grout Spec's: 5000 Psi ADDRESS: 1285 NE 95`x'St. Engin ers S Load Bearing: 35 Tons i �g N 8°SHOTCRETE SLAB 2'-4°CONCRETE POOL DECK REINFORCED WI#4 @ 8°EACH IN CANTILEVER 42'_2°WAY,CIC UNDER THIS PERMIT 2--o- g-7' 9,_r T° 9,_T — s^ q H P-10 LP-08- -i L-08-- _j L07 L-06— O 00 ® I m O m ��yN Q 4 p l-/ ¢ Q 1 °SHOTCRETE SLAB O EINFORCED WI 94 @ 8°EACH © WAY,TOP 8 BOTTOM I ® I o I AWA Ak — 0 P-01 P-02 ---P-03- P04 P-05 z w z w _ - 3i r, = w a � LEGEND w Lf) NZ Z 35 TON AUGER-CAST PILES POOL FRAMING &PILING LAYOUT PLANa w 4'X 4'X 4"PILE CAP EMBED SCALE: 1/4"=1'-0" L J PILE 4". a o S-2 PRWECT# i 17 • • ••• • • • • • • • • �t1C.]93 Fi •• • • • • s tr r• • e • • ••• Qe. _ : .aa.� ,•, ; ••• lamb bores illage • • • • •• . . • 00 Building Department �4®RL1J 10050 N.E.2nd Avenue •• ; ; • •• ••• •• Miami Shores, Florida 33138 i i • • • .. • . Tel: (305) 795.2204 • • 0. Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE r _ I (We)have been retained by _ to perform special inspector services under VI the Florida Building Code at the ` project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NU BERS: SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408,5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The�fol� lowingi di�s)emto by this firm or are authorized repr �enta#Ives.t perform inspection 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. 912, Engineer/Ar i'tect -- / NameZ /& C. (PRINT) , i �,f Address ' ��P - 1 � Phone No. �r V�j��/ Created on 6/1012009 5y-5-R-617 // � GEOTECHNICAL - TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. Miami, August 13, 2013 Mr. Kevin McMorris OPPENHEIM ARCHITECTURE+DESIGN 245 North East 37th Street, Suite 102 Miami, FL 33137 Re: Proposed Residence @ 1285 North East 95th Street Miami Shores, FL Dear Mr. McMorris: Pursuant to your request,DYNATECH ENGINEERING CORP. (DEC)completed a Subsoil Investigation on August 13,2013,at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed structure. A total of(4) standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 30' below existing ground surface at the locations shown on the attached sketch. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site: (refer to field boring logs for exact locations and soil conditions): Average Depth From To Description •••• 0'-0" 0'-6" Topsoil and grass "" ""0 0'-6" 1'-0" Dark brown medium sand with a-ganic stain ...... .. • . ...... 1'-0" 6'-0" Light tan medium sand with rock fragments ...••.. • 6'-0" 7'-0" Gray medium sand •• .... :" 7'-0" 8'-6" Gray sandy silt .... .... ..... 8'-6" 10'-0" Peat ":": :"' 101-015 11'-0" Brown silty sand with peat traces ::0::. 0.0• 0 • GO 1 1'-0" 13'-0" Tan sandy limerock 0 0 • • 13'-0" 17'-0" Tan very sandy limerock :""' 000 17'-0" 30'-0" Tan sandy limerock •• . . Groundwater table was measured immediately at the completion of each boring and was found at an average dept} of 4'-6"below existing ground surface at the time of drilling. Existing ground arface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipatedue to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activitie in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewaterig activities. Specialty groundwaterand water proofing contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618 • Phone: (305) 828-7499 ® Fax: (305) 828-9598 E-Mail: Dynate�h@Bellsouth.net "Pnnte o Req.J dPaper r Page No. 2 1285 North East 95`" Street, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that deep foundation systems are needed to support the proposed structures and slabs without detrimental settlement. Based on the Florida Building Code FBC 2010 Table 1824;deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Lateral Pile Foundation Pile Depth Size in Tons in Tons Capacity in Tons B.E.L.S. Compression Tension Pin Piles/push piers 22' or Refusal 4 Inches 5 Tons 1 Ton N/A Helical Piles 22' or Refusal 3 Inches 12 Tons 6 Tons N/A Auger Cast Piles 22' BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles 22' BELS 14 Inches 35 Tons 17 Tons 2 Tons Precast Concrete Piles 22' BELS 10"x 10" 17 Tons 5 Tons 1 Ton Precast Concrete Piles 22' BELS 12"x 12" 25 Tons 7 Tons 1 Ton Precast Concrete Piles 22' BELS 14"x 14" 35 Tons 10 Tons 2 Tons B.E.L.S.: Below Existing Land Surface Estimated Lateral Load for a pile Top Deflection of '/4 inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. Helical pile bearing capacity is dependent upon helix numbers,size,and spacing. The foundation contractor will be able to provide the most cost effective combination of helix designs. The above depth are the minimum depth required to achieve design capacities. Predrilling might be required to achieve design depths. Lateral load capacities may be increased using battered piles. Batter angles can be jw.d for the pile installation of up to 4 inches per foot (Horizontal,Vertical). ••• •••• ••••;• In case of existing structures in the vicinity of the pile driving operation, cVal l be taken not to cre&ie excessive vibration. Vibration levels shall be monitored to verify compliance wiL-&- untyregulationi•Stelis must be taken by the contractor to prevent excessive vibrations in the ev�excesst�"•vlbratioflv%e ...... . . .. .. experienced during construction, alternative driving methods shall be impleiMUItod (ie:prenrilIing,��itirl�' hydraulic push, etc...). •..... .' . . . . ...... The minimum center to center of piles or adjacent foundations shall be npt 4% than twice the gy�lq:e diameter for round piles or 1-3/4 times the diagonal dimensions of rectangular piles, but 4iirio:ase less thdn 30 inches. The grout used in the pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days. Large grout volumes,possibly twice(or more)of the theoretical pile volume,are expected for proper auger cast pile installation due to subsoil conditions. More so where former structures have been demolished and former piles removed causing additional underground cavities. All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. All work shall be performed in accordance with the applicable building code. 2 Page No. 3 1285 North East 95t" Street, Miami Shores, FL The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction: 30' - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30'for steel piles, 20'for concrete or brick walls; 15'uncoated steel. Any underground structures such as grease traps; septic systems, etc... must be supported on pile foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirely and replaced with compacted washed gravel such as pea rock or# 57 stone. Fasten utility lines to underside of structural slabs to avoid settlements. Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures, unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect,engineer of record and contractor to address vibration/dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. Also note that as a common engineering practice for existing and new construction;outside Round surfaces . . 0.. must be sloped away from the structure as to avoid water accumulation and Pvaiag. Rai.;gutters sh00a00 e installed and all rain water shall be discharged over splash guards a minimum??ff-feet awayf'rom bkiW;-Pg foundations. Verify all water,sewer,plumbing,sprinkler and drainage lines At* rrbperly finLGOO�ioningl�illa.do leaks in the vicinity of the foundations. 00000 0000• 0000. 00.00. •006 00000 An arborist must be consulted prior to any land clearing to verify compliantle Mth locArt6des. " 000000 0 as 0 0 0 0 000000 Detailed settlement analysis was beyond the scope of this report. However,we have cormpa'red the field test 00 data obtained in this exploration with our experience with structures similar to'tbos;propdsdrfor this repo;. The estimated magnitude of these settlements is 1 to 2 inches. Due to the granular nature oft e subsurface materials,the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed(ie:parking garage,etc...)this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 3 Page No. 4 1285 North East 95th Street, Miami Shores, FL. The boring log(s)attached present(s)a detailed description of the soils encountered at test location(s).The soil stratification shown on the boring log(s)is based on the examination of the recovered soil samples and interpretation of the driller's field log(s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients,the public and ourselves, all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal,State,County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, °' ``` ° tote •:•• °°® W •••••• Wiss Naamani, P.E. =� ��° •"3�� e° �,y • DYNATECH ENGINEERING CORP. a .., .•,� : •...• Florida Reg. No. 39584 oerooaes� ° • • Special Inspector No. 757 �s® •• •• a^ ••••.• Certificate of Authorization No.: CA 5491r4ss0 too ;�° •••••• • • 4 TEST BORING REPORT . 0000 . ..., 0.00.. ' 0000•• •• • •.•i•• • ,y 0010• Y • • 0000•• 0000 •ea• i • 00.00 0000 a•e•a •6094• 0000 *ease i s • •• •• 0000 $0000• • • • • e seeei• • 000900 • • • • 00 • DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : OPPENHEIM ARCHITECTURE+DESIGN DATE: 8-13-13 PROJECT : Proposed Residence @ HOLE NO.: B-1 ADDRESS : 1285 North East 95th Street, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to V-0" DARK BROWN MEDIUM SAND 6 4 4 8 6 W/ORGANIC STAIN 4 4 7 8 4 3 4 8 1 1 9 1'-0"to 6'-0" LIGHT TAN MEDIUM SAND W/ROCK 10 1 1 2 10 FRAGMENTS I I 11 12 2 2 7 12 6'-0"to T-0" GRAY MEDIUM SAND 5 9 13 14 8 8 15 14 T_0"to 8'-6" GRAY SANDY SILT 7 6 15 16 6 8 15 16 81-6"to 10'-0" PEAT 7 7 17 18 18 19 10'-0"to I V-0" BROWN SILTY SAND W/PEAT TRACES 20 20 21 11'-0"to 13'-0" TAN SANDY LIMEROCK 22 17 14 29 22 15 15 23 13'-0"to 17'-0" TAN VERY SANDY LIMEROCK 24 24 25 17'-0" to 30'-0" TAN SANDY LIMEROCK 26 26 27 28 28 29 30 12 13 25 30 12 10 31 •• ••• . . . . . .. 32 32 . . . . .. . . . . ... . 33 34 .. ... .. . . . .. 34 35 ... 36 3600 0 . . ... . . . . . . 37 .. 38 Water Level: 4'-6" Below Surface As a mutual protection to 444,the public Wd gprs*es au r*po%s are sulgnitted as the confidential property of client and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our pttenl pprov H!H,9ND A*JGEM A:HOMLOW STEM AUGER;R:REFUSAL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT : OPPENHEIM ARCHITECTURE+DESIGN DATE: 8-13-13 PROJECT : Proposed Residence @ HOLE NO.: B-2 ADDRESS : 1285 North East 95`h Street, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to 1'-0" BROWN FINE SAND 6 4 4 7 6 3 3 8 1'-0"to 6'-0" LIGHT TAN MEDIUM SAND W/ROCK 8 2 2 4 9 FRAGMENTS 10 l l 2 10 I I 11 6'-0"to 8'-0" GRAY SANDY SILT 12 2 3 8 12 5 6 13 8'-0"to 10'-0" PEAT 14 9 8 16 14 8 8 15 10'-0"to 11'-0" BROWN SILTY SAND 16 6 5 11 16 6 9 17 11'-0"to 14'-0" TAN SANDY LIMEROCK 18 18 19 20 14'-0"to 17'-0" TAN VERY SANDY LIMEROCK 20 21 22 14 13 28 22 17'-0" to 30'-0" TAN SANDY LIMEROCK 15 14 23 24 24 25 26 26 27 28 28 29 30 15 13 27 30 14 15 31 •• ... .. 32 32 33- 00 . 34 .. ... .. . . . .. 34 35 ••• 36 36 . . . . 37- . . ... . . . • . . •• 38 38 Water Level: 4'-6" Below Surface As a mutual protection to olianti,tis public jpd Qprs4ves pu r�pois are suVitted as the confidential property of clieig and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved penditg on our aritterAepproval/Hf HAND PUGEP.AHOW.OW STEM AUGER;R.REFUSAL • • • • • • • %• • • • •• •• • • • •• ••• • • • ••• • • 6 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : OPPENHEIM ARCHITECTURE+DESIGN DATE: 8-13-13 PROJECT : Proposed Residence @ HOLE NO.: B-3 ADDRESS : 1285 North East 95`h Street, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 50'-6"to 1'-0" DARK BROWN MEDIUM SAND 6 4 3 6 6 3 3 7- W/ORGANIC STAIN 8 3 2 3 8 1 1 9 1'-0"to 1'-6" TAN MEDIUM SAND 10 1 1 2 .10 1 I 11 V-6"to 6'-0" BROWN MEDIUM SAND W/ROCK 12 2 2 6 12 FRAGMENTS 4 9 13 14 8 7 16 14 6'-0"to T-0" GRAY SANDY SILT 9 8 15 16 7 8 17 16 T-0»to 10'-0" PEAT 19 8 17 18 18 19 10'-0"to I V-0" BROWN SILTY SAND 20 20 21 11'-0"to 14'-0" TAN SANDY LIMEROCK 22 14 16 30 22 14 15 23 14'-0" to 17'-0" TAN VERY SANDY LIMEROCK 24 24 25 17'-0" to 30'-0" TAN SANDY LIMEROCK 26 26 27 28 28 29 30 17 13 27 30 14 15 31 •• ••• . . . . . •• 32 32 AAAA . . . 33 •• • • ... . . • AAAA . . .. ..• .• . • .. 34 34 35 ... 36 36 • . ••• 37 •• AAAA 38 Water Level: 4'-6" Below SurfaCe As a mutual protection to•liggss,the public#nd Sursjlve!bV jepVs are st4mitted as the confidential property of clie•{and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved penditg on ou�vrinctapprov? .H*ND AUGER;A-HOLLOW STEM AUGER;R:REFUSAL • • • • • • • • • • • •• •• 0.0• • •• •• ••• • • • ••• • • 7 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : OPPENHEIM ARCHITECTURE+DESIGN DATE: 8-13-13 PROJECT : Proposed Residence @ HOLE NO.: B-4 ADDRESS : 1285 North East 95th Street, Miami Shores, FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON 'IN" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to 1'-0" DARK BROWN MEDIUM SAND 6 4 3 7 6 4 4 8 P-0"to 6'-6" LIGHT MEDIUM SAND W/ROCK 8 1 j 3 9 FRAGMENTS 10 1 1 2 10 1 1 11 6'-6"to T-6" GRAY SANDY SILT 12 2 2 8 12 6 9 13 7'-6"to 10'-0" PEAT 14 8 8 17 14 9 12 15 10'-0"to I I'-0" BROWN SILTY SAND 16 9 6 14 16 8 9 17 11'-0"to 30'-0" TAN SANDY LIMEROCK 18 18 19 20 20 21 22 15 14 26 22 12 13 23 24 24 25 26 26 27 28 28 29 30 30 16 15 34 19 18 31 .. ... • .• 32 32 • • 33 •• .. . . . . ••• • •••• •••• •• • • • • 34 • • •• 34 3536— 000 ••• • 36 • • ••• • • • • • • 37 •• • • • • • • . . • • 38 ... • Water Level: 4'-6" Below SUrfaCe As a mutual protection to clietts•theWublic ayl oyiselyps,jiliegortbare subtyitted as the confidential property of cliettt and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved penditg on our V:Itten tproval.e_;�;D A UGER;. HOLiOW STEM AUGER;R:REFUSAL 01 ••• • • • ••s • • 8 PERCOLATION TEST .. ... . . . . . .. •• ••• •• • • • •• • • • • • • ••. • • • • • • • •• • • • • • •.• • • • • • • • • • • • • GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES WA I ltr__;5��11 I, HYDROGEOLOGY Nil 11 61 11 INSPECTION SERVICES ASBESTOS - ROOFING DYNATECH ENGINEERING CORP. Miami, August 13, 2013 Mr. Kevin McMorris OPPENHEIM ARCHITECTURE+DESIGN 245 North East 37" Street, Suite 102 Miami, FL 33137 Re: Proposed Residence @ 1285 N.E. 95`" Street Miami Shores, FL 33138 Dear Mr. McMorris: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Percolation Test on August 13, 2013 at the above referenced project. The purpose of our investigation was to help determine the hydraulic conductivity for drainage design. The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. In the event the test location is changed or the soil removed and replaced; the test will need to be re-evaluated. Groundwater table was measured immediately at the completion of each boring and was found at approximately an average depth of 4'-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. In case of existing structures, existing footings new foundations and proposed drainage lines, provisions shall be made by the structural engineer,the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be•hotrtlel ©f-theseconditions to evaluate the . .. . . . . ... . applicability of his recommendations. . . . . . . . .. ... .. . . . .. ... . • 0 000 • • ••• • • • • • • • •• 000 696 • 090 • • • 0@** ••• • i 750 West 84 Street, Hialeah, FL 33014-3618 • Phone:�3(I5) 82=491• ax: f305) 828-9598 E-Mail: Dynatech@Be4 j(1ujr nej •e• •,• ;••• ►,Pnmea-Recycled Papa, Page No. Z 1285 N.E. 951h Street, Miami Shores, FL The boring log(s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for drainage analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. Enclosed find copies of the percolation test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, ,��etlw W�, Wissam N amani, P.E. `.Ow t i 19!e ll,11 ° DYNATECH ENGINEERING CORP. e�`` co ��`9 ,/e Florida Reg. No. 39584 Y" SO4 •'•.�® 'i Special Inspector No. 757 I ' �g5 Certificate of Authorization No.: CA 5491 o 01F ; ��® ••• �L®� s 09 • • • • 0.0• • • •• ••• •• • • • •• • ••• • • . • • • • • • • • • • • •• • • • : i i • ••• • •• • 0 • • • • • • • • • • • ••• • • • ••• • ' DYNATECH ENGINEERING CORP. 750 WEST 84T"STREET HIALEAH, FLORIDA 33014 (305)828-7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST DATE : August 13,2013 CLIENT : OPPENHEIM ARCHITECTURE +DESIGN PROJECT : Proposed Residence @ PROJECT LOCATION : 1285 N.E. 95th Street, Miami Shores, FL. LOCATION OF TEST : SAS DIAMETER OF HOLE : 7" TEST NO. : P-1 TEST DEPTH (feet) 0-10 0-15 AVERAGE FLOW (GPM) N/A 12 -4 AVERAGE K (CFS/Sq.Ft-Ft Head) N/A 5.50x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 4'-6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0'-0" to 0'-6" Topsoil and grass 0'-6" to V-0" Dark brown sand with organic stain V-0" to 1'-6" Tan medium sand 1'-6" to 6'-0" Brown medium sand with rock fragments (gravel rock) 6'-0" to 7'-0" Gray sandy silt 7'-0" to 10'-0" Peat silty sand Brown sil ®��111111///1 10'-0" to 11'-0" ,0 J/ 11'-0" to 14'-0" Tan sandy limerock Y�'� _N 14'-0" to 15'-0" Tan very sandy limerock ��Q��nsi= • s ••• R'egpeLjf1111y jub t0 ted, •• •: • • : Y •• F' s a e Field Tech: A.S. •• '��i.d�c�l�pi•�' ><ssa aamani, K' S 1 010 ••• •;HY1 4TEC,H EN6L1�( 1 N `CORP. .• FloriZf j qeg. N(I,-39580 ••' Certificlate of Aufhor&ation No.: CA 5491 *As a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pegdigg on gur wrjttepoppr/rval. ••• • • • ••• • SITE PLAN •• ••• •• • • • •- • •• • . • • • ••. • • . •• •: ••• .w. • • B# Boring Test Location QQ P-#: Percolation Test Location T Alley Residence 2 Pool 1 B3 �Q P-1 N.E. 95`" Street .. ... . . . . . .. DYNATECH ENGINEERING CQR,P. ••• 000 Client: OPPENHEIM ARCHITECTURE+DESIGN :• • Wle:N.T.S. Project: 1285 North East 95 Street, Miami Shore, Florida 33138 Folio No.: 11-3206-014-4020 .�. Date: August 13, 2013 . . . . . . . . . . GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s)to be drilled after building pad(s)are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s)has been demolished and proposed new building staked out. As a mutual protection to clients,the public and ourselves,all reports are submitted,as confidential property of clients, and authorization for publication of statements, conclusions,extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle Size Relative Density and Consistency Boulders > 12 in. Cone Penetration Standard. Cobble 3 in.to 1 in. Tests Penetration Relative Gravel 4.76 mm to 3in. /cm3 lows/ft. Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm.to 0.074 mm Sands 0-16 0-4 Very Loose Clay <0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiers Over 120 31-50 Dense 5% - 10 % Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30%- 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0% - 5% Slightly Trace 10-17 5-8 Firm 6% - 10% Trace 18-31 9-15 Stiff 11% -20% Little 32-60 16-30 Very Stiff 21% -35% Some Over 60 31-50 Hard > 35% And Rock Hardness DeNcPfdtibn • •" Soft Rock core crumbles%hedialaied Medium Can break with you4'harids •• • " Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or roclecof0annek bgb'rpker tl�fiagers Very Hard Rock core rings,41n shuck;Aii ba:nAie;TchIA ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Y 1 ' t r RM I It CALCULATIONS Project: Swimming Pool Owner: FREHLING RESIDENCE Address: 1285 NE 95TH STREET MIAMI SHORES, FL 33138 DESCRIPTION PAGES Calculations 1-9 Designer: PAVEL GONZALEZ Lic. No 69758 t`��bJGL GO/Vg��i� . state.of p'liri$aT4. 7 • E bs;9��•. • . .. . . . . . c''. .Addre33: 3284 V�7 7 Place nialeah, Florida••• . ••• . • p�• . . % - •• . .. • . • , S ' L G�gya10 ••• • . • • ••• • • v " • •• •/ • • • •• •• mss' awii✓VI• O H VA Cli Two cb, 1 • o lam. i of wz-q%ml�k an C� ,VP-- e �P3l• "2,x 045rpr teo %.Wc 16 le tips, 4-i �. ��,: :�. . : - . . .. . . . .so see so 6 a 8 so. O 11 9T, . . or . ... . •• •• . • . •• .. ... . . . ... . . 9 • 8, 00 ut a :w ... —.._ .. - . .. 94 Q 0000•• • � Q� 1, �� ...... .....: ju • 0 • • 0000 • w ...... . ... . .. �yI 0 ppy •1'. a 000000 0000 � •� � �� 0000 ("J 6 - x IL lobit �CiCP '� �° (� �� N Uri �► 76 TMe: FREHLING RESIDENCE Job# Dsgnr: PAVEL GONZALEZ Date: 3:31 AM, 23 FEB 15 Desariptlon:STRUCTURAL CALCULATION Scope: WALLS Rev: 580000 User:KW-0803515,Var5.8.R 1 Dec2003 Concrete Rectangular Tee Beare Design Page 1 (01983.2003 ENERCALC Engineering Software aAarior wall cale.ecw:Calctdations Description Exterior Wall Pressure. Pool Empty General Information Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 6000 Span 6.00 ft fc 5,000 psi Depth 8.000 in Fy 60,000 psi Width 24.000 in Concrete WL 150.0 pcf Seismic Zone 0 End Fixity Fbced-Free Beam Weight Added Internally Lure Load acts with Short Term reinforcing -- -- _---- ----- Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd'from Top Count Size 'd'from Top Count Size 'd'from Top #1 3 4 4.00in #1 3 4 3.25 in #1 3 4 4.00 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered bads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Team Start End #1 k 0.100 It k 0.000 ft 6.000 ft rTrapezoidal Loads til DL @ Left k1ft LL @ Left k/ft ST @ Left 0.938 kfft Start 0.000 ft DL @ Righl k/ft LL @ Rtght k/ft ST @ Right k/ft End 6.000 ft Moments Dead Loa iv 1-080 Short Term Location #1 0.216 k-ft k-ft k-ft 0.000 ft #2 k-ft k-ft k-ft 0.000 ft Surt+irmary Beam Design OK Span=6.00ft,Width=24.00in Depth=6.00in Maximum Moment:Mu -11.96 k ft Maximum Deflection -0.0373 in Allowable Moment:Mn*phi 12.29 k ft Maximum Shear:Vu 4.64 k Max Reaction @ Left 4.61 k Allowable Shear:Vn*phi 27.86 k Max Reaction @ Right 0.00 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 1.000 2.000 3.000 4.000 5.000 6.000 ft Max Spacing Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd in Max Vu 4.643 3.865 2.709 0.986 0.986 0.403 0.134 k Bending S Shear Force Summary Bending... Mn*Phi Mu,Eq.C-1 Mu,Eq.C-2 Mu,Eq.C-3 @ Center 10.27 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Left End 12.29 k-ft -6.94 k-ft -11.96 k ft -10.36 k-ft @ Right End 10.27 k-ft•• ••• • • • 0900ok-ft•• 0.00 k-ft 0.00 k-ft Shear... Vn*Phi i i •i a'u:Eq C:' i Vu,Eq.C-, Vu,Eq.C-:c @ Left End 27.86 k • •; ; ; ; ; ?mak '. 4.64 k 4.22 k @ Right End 27.86 k •• ••• •• • OgDk•• 0.00 k 0.00 k • ••• • ••• . • • • . . • . •. • . .• . . .• . • •• • .. • . • Title: FREHLING RESIDENCE Job# Dsgnr. PAVEL GONZALEZ Deft: 3:31AM, 23 FEB 15 DOscriPtJOn:STRUCTURAL CALCULATION scope: WALLS Rev: 580000 Page 2 User.KW-0663515.Ver 5.8.0.1-Deo-2= Concrete Rectangular& Tee Ream Design (c)1983-2603 ENERCALC Erdneeri exterior wall catc.ecxrcalculattons Description Exterior all Pressure. Pool Empty Deflection Deflections... oarard Downward .. DL+[Bm Wt] 0.0000 in at 0.0000 ft -0.0136 in at 6.0000ft DL+LL+[Bm Wt] 0.0000 in at 0.0000 It -0.0203 in at 6.0000ft DL+LL+ST+[Bm Wt] 0.0000 in at 0.0000 ft -0.0373 in at e.000011 Reactions... aLLef Q Right DL+[Bm Wt}] 1.200 k 0.000 k DL+LL+[Bm Wt] 1.800 k 0.000 k DL+LL+ST+[Bm Wt] 4.614 k _ 0.000 k Section Analysis Evaluate Moment Capacity... Center tett End Right End X:Neutral Axis 0.440 in 0.440 in 0.440 in a=beta`Xneutral 0.352 in 0.352 in 0.352 in Compression in Concrete 35.904 k 35.904 k 35.904 k Sum[Steel comp.forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -36.000 k -36.000 k -36.000 k Find Max As for Ductile Failure... X-Balanced 2367 in 2.811 in 2.3673 in Xmax=Xbal•0.75 1.776 in 2.108 in 1.776 in a-max=beta`Xbal 1.894 in 2.249 in 1.894 in Compression in Concrete 144.882 k 172.047 k 144.882 k Sum[Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 144.882 k 172.047 It 144.882 k AS Max=Tot Force f Fy 2.415 int 2.867 in2 2.415 in2 Actual Tension As 0.600 OK 0.600 OK 0.600 OK Additional Deflection Calcs Neutral Axis 1.035 in Mer 11.31 k-ft Igross 1,024.00 in4 Ms:Max DL+LL 10.81 k-ft Icracked 68.11 1n4 R1=(Ms:DL+LL)lMcr 1.046 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 10.81 k-ft Fr=7.5`fe.5 530.330 psi R2=(Ms:DL+LL+ST)/Mcr 1.046 7-Cracking 0.000 klin I:eff..Ms(DL+LL) 1,024.000 in4 Zcracldng>175:No Goodl I:eff...Ms(DL+LL+ST) 1,024.000 in4 Eff.Flange Width 24.00 in ACI Factors (per ACI 318-02,applied intemaliy to entered loads) ACI C-1 &C-2 DL 1.200 AGI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1.400 ACI C-1&C-2 LL 1.600 ACI C-3 Dead Load Factor 0.900 Add'!"0.9"Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.600 ACI C-3 Short Term Factor 1.300 ....seismic=ST": 1.100 •• ••• • • • . . .. • •• • • • • ••• • •• ••• •• • . • •• • • • • • • • • • • ••• • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pcaSlab vl.50 0 Portland Cement Association 02-23-2015, 03:42:18 AM Standalone license. Expires: Never. Locking Code: 4-2C845. User: alex, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin\MAURO GOBET RAY JOB STRUCTIRAL PLANS PILLING\mauro 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 l00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 O 00 00 00 00 000000 000 00000 O 00000 pcaSlab vl.50 (TM) A Computer Program Analysis, Design, and investigation of Reinforced Concrete Slab and Continuous Beam Systems Copyright 0 2000-2005, Portland Cement Association All rights reserved Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot I be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaSlab computer prograjo. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaSlab ' program. Although PCA has endeavored to produce pcaSlab error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaSlab program. [1)-INPUT ECHO General Information: File name: \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin Project: FREHLING RESIDENCE Frame: Interior Engineer: PAVEL GONZALEZ Code: ACI 318-02 Mode: Design Reinforcement Database: ASTM A615 Number of supports = 2 + Left cantilever + Right cantilever Floor System: Two-Way Live load pattern ratio = 75% Minimum free edge for punching shear = 10 times slab thickness Deflections are based on cracked section properties. In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available) Compression reinforcement calculations NOT selected. Material Properties: S1abslBeams Columns ------------ ------------ wc = 150 150 lb/ft3 f'c a 5 5 kgs ••• . • • • • •• EC = 4286.8 4286.8 ksi • • • • • • • • k fr = 0.53033 0.53033 i • •• • • • • • fy = 60 ksi, Bars are A! epoxy-coated• • • •• fyv = 60 ksi Es = 29000 ksi • ••• ••• • • Reinforcement Database: • • • .0. • • • • • --=Units: Db (in), Ab (in^2), Wb (lb/;t= i• ••i i• ••i ••• Size Db Ab Wb Size Db Ab Wb ---- -------- -------- -------- ---- -------- -------- -------- 43 0.38 0.11 0.38 #4 0.50 ��20• 2.67 #5 0.63 0.31 1.04 #V • 0.•5•• • 0.14• 6.50 #7 0.66 0.60 2.04 #'•8 : 01. 10:9: 0:79� • ly.67 • •• •• • • • •• •• ••• • • • ••• • • pcaSlab vl.50 ® Portland Cement Association 02-23-2015, 03:42:18 AM Standalone license. Expires: Never. Locking Code: 4-2C845. User: alex, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin\MAURO GOBET RAY JOB STRUCTIRAL PLANS PILLING\mauro #9 1.13 1.00 3.40 #10 1.27 1.27 4.30 #11 1.41 1.56 5.311 #14 1.69 2.25 7.65 #18 2.26 4.00 13.601 Span Data: Slabs: Ll, wL, wR (ft); t, Hmini (in) Span Loc L1 t wL wR Hmin ---- ---- -------- -------- -------- -------- -------- 1 ExtL 2.670 10.00 4.790 4.790 4.00 LC 2 Int 11.000 10.00 4.790 4.790 4.17 3 ExtR 2.670 10.00 4.790 4.790 4.00 RC Support Data: Columns: cla, c2a, clb, c2b (in); Ha, Hb (ft) Supp cla c2a Ha clb c2b Hb Red% ---- -------- -------- -------- -------- -------- -------- ---- 1 0.00 0.00 0.0001 7.00 7.00 10.000 100 2 0.00 0.00 0.000 7.00 7.00 10.000 100 Drop Panels: h (in); L1, L2, Wll W2 (ft) Supp h Ll L2i W1 W2 -------- -------- -------- ----- -------- 1 6.00 1.000 1.000 1.000 1.000 *c d 2 6.00 1.000 1.0001 1.000 1.000 *c d *c- Invalid drop. Drop thickness will not be used for flexural design. *d- Excessive drop thickness wi1 not be used for flexural design. Boundary Conditions: Kz (kip/in ; Kry (kip-in/rad) Supp Spring Kz Spring Kry Far End A Far End B ---- ------------ ------------ --------- --------- 1 0 0 Fixed Fixed 2 0 0 Fixed Fixed Load Data: Load Cases and Combinations: Case SELF Dead Live hydro Type DEAD DEAD LIVE DEAD U1 1.400 1.400 0.000 0.000 U2 1.200 1.200 1.600 0.000 U3 1.200 1.400 0.000 2.000 U4 1.200 0.900 0.000 2.000 U5 1.200 1.000 0.000 1.000 U6 1.200 1.000 0.000 0.000 U7 0.900 1.000 1.000 1.000 U8 0.900 1.000 1.0001 1000 U9 1.200 0.600 0.000 1..500 U10 1.200 0.600 0.750 1.500 Span Loads: Span Case Wa ---- -------- ------------ Area Loads - Wa (lb/ft2): 1 Dead 500 2 Dead 344 3 Dead 500 1 hydro -375 2 hydro -375 3 hydro -375 1 Live 0.6 2 Live 0.6 3 Live 0.6 Support Loads - Fz (kip), My (k}ft): Supp Case Fz My ---- -------- ------------ ----7------- 1 SELF 0 0 2 SELF 0 000.0 0 0 • • • •• 1 Live 0 • d • • • • • • • • 2 Live 0 • 0 • •• • • • • • 1 hydro 0 •% �: .0: i 00 i i i •• 2 hydro 0 ••0 ••• •• • • • •• Support Displacements - Dz (in), Ry (rad): Supp Case Dz • R16** • ••• • • ---- -------- ------------ -------•'-•-- • •• • • • • • • 1 SELF 0 e•• 0 . • •• i • �•• i i 2 SELF 0 •••• 0 •• • •• ' • • ••• • ••• • 1 Live 0 0 2 Live 0 0 1 hydro 0 0 2 hydro 0 •V i i i •i• i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pca8lab vl.50 ® Portland Cement Association 02-23-2015, 03:42:18 AM Standalone license. Expires: Never. Locking Code: 4-20845. User: alex, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin\MAURO GOBET RAY JOB STRUCTIRAL PLANS PILLING\mauro Reinforcement Criteria: `-��--�__ Top bars Bottom bars Stirrups_ Min Max Min Max Min Max ------- ------- ------- ------- ------- ------- Slabs and Ribs: Bar Size #3 #4 #3 #4 Bar spacing 6.00 14.00 6.00 14.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 1.50 3.00 in Beams: Bar Size #5 #8 #5 #8 #3 #5 Bar spacing 6.00 12.00 6.00 12.00 6.00 12.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 1.50 1.50 in (2] DESIGN RESULTS Top Reinforcement: Units: Width (ft), Mmax (k-ft),I Xmax (ft), As (in^2), Sp (in) Span Strip Zone Width Mmax Xmax ASMin AsMax SpReq AsReq Bars ---- ------ ------ -------- ------------ -------- -------- -------- -------- -------- ------- 1 Column Left 4.79 2.96 0.832 1.035 10.077 9.580 0.080 6-#4 Middle 4.79 10.08 1.546 1.035 10.077 9.580 0.273 6-#4 Right 4.79 23.76 2.378 1.035 10.077 9.580 0.646 6-#4 Middle Left 4.79 0.00 0.832 1.035 10.077 9.580 0.000 6-#4 Middle 4.79 0.00 1.546 1.035 10.077 9.580 0.000 6-#4 Right 4.79 0.00 2.378 1.035 10.077 9.580 0.000 6-#4 2 Column Left 4.79 32.07 3.938 1.035 10.077 9.580 0.875 6-#4 Middle 4.79 35.48 5.500 1.035 10.077 9.580 0.970 644 Right 4.79 32.07 7.063 1.035 10.077 9.580 0.875 6-#4 Middle Left 4.79 0.00 3.938 1.035 10.077 9.580 0.000 644 Middle 4.79 0.00 5.500 0.000 10.153 0.000 0.000 --- Right 4.79 0.00 7.063 1.035 10.077 9.580 0.000 6-#4 3 Column Left 4.79 23.76 0.292 1.035 10.077 9.580 0.646 644 Middle 4.79 10.08 1.124 1.035 10.077 9.580 0.273 644 Right 4.79 2.96 1.838 1.035 10.077 9.580 0.080 644 Middle Left 4.79 0.00 0.292 1.035 10.077 9.580 0.000 644 Middle 4.79 0.00 1.124 1.035 10.077 9.580 0.000 6-#4 Right 4.79 0.00 1.838 1.035 10.077 9.580 0.000 6-#4 Top Bar Details: Units: Length (ft) Left _Continuous Right Span Strip Bars Length Bars Length Bars Length Bars Length Bars Length ---- ------ ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- 1 Column --- --- 644 2.67 --- --- Middle --- --- 6-#4 2.67 --- --- 2 Column --- --- 644 11.00 --- Middle 744 2.58 --- --- 7-44 2.58 --- 3 Column --- --- 6-#4 2.67 --- Middle --- -- 6-#4 2.67 --- --- Bottom Reinforcement: Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span StripWidth Mmax Xmax AsMin AsMax SpReq AsReq Bars ---- ------ -- ------------ ---&O.-Jf!!-t-l-- --!_ _ • ------- -------- ------- 1 Column 4.79 3.02 : 2.670 i •iiO3i6 + �8.R45 9.580 0.100 6-#4 Middle 4.79 2.01 2.67Q: :1*0* �.:45`• 9.580 0.066 6-#4 •• ••• •• • • • •• 2 Column 4.79 37.80 5.500 1.035 8.245 8.211 1.274 7-#4 Middle 4.79 25.20 5.500 1.035 8.245 9.580 0.843 644 3 Column 4.79 3.02•••0 000 •l X035:• 8.£43 •• .580 0.100 6-#4 Middle 4.79 2.016••0.100 • •4.035: .8.•L45 1.580 0.066 644 Bottom Bar Details: ••• • ••• • ••• • Units: Start (ft), Length (ft) Long Bars ••• • Shsrb Barg•• • • Span Strip Bars Start Length a th • • • • • • • • • • • • ••• • • • ••• • • pca9lab vl.50 ® Portland Cement Association 02-23-2015, 03:42:18 AM Standalone license. Expires: Never. Locking Code: 4-2C845. User: alex, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin\MAURO GOBET RAY JOB STRUCTIRAL PLANS PILLING\mauro ---- ------- ------- ------- ------- ------- ------- ------- I Column 6-#4 0.00 2.67 --- Middle 6-#4 0.00 2.67 --- 2 Column 7-#4 0.00 11.00 --- Middle 6-#4 0.00 11.00 --- 3 Column 6-44 0.00 2.67 --- Middle 6-#4 0.00 2.67 --- Flexural Capacity: Units: From, To (ft), As (in^2), PhiMn (k-ft) Span Strip From To AsTop AsBot PhiMn- PhiMn+ ---- ------ --------- --------- ----- ----- ------------ ------------ 1 Column 0.000 0.83 1.20 1.20 -43.75 35.65 0.832 1.33 1.20 1.20 -43.75 35.65 1.335 1.54 1.20 1.20 -43.75 35.65 1.546 2.37 1.20 1.20 -43.75 35.65 2.378 2.67 1.20 1.20 -43.75 35.65 Middle 0.000 0.83 1.20 1.20 -43.75 35.65 0.832 1.33 1.20 1.20 -43.75 35.65 1.335 1.54 1.20 1.20 -43.75 35.65 1.546 2.37 1.20 1.20 -43.75 35.65 2.378 2.67 1.20 1.20 -43.75 35.65 2 Column 0.000 0.29 1.20 1.40 -43.75 41.44 0.292 3.93 1.20 1.40 -43.75 41.44 3.938 5.50 1.20 1.40 -43.75 41.44 5.500 7.06 1.20 1.40 -43.75 41.44 7.063 10.708 1.20 1.40 -43.75 41.44 10.708 11.000 1.20 1.40 -43.75 41.44 Middle 0.000 0.292 1.40 1.20 -50.89 35.65 0.292 1.584 1.40 1.20 -50.89 35.65 1.584 2.584 0.00 1.20 0.00 35.65 2.584 3.938 0.00 1.20 0.00 35.65 3.938 5.500 0.00 1.20 0.00 35.65 5.500 7.063 0.00 1.20 0.00 35.65 7.063 8.41 0.00 1.20 0.00 35.65 8.416 9.41 0.00 1.20 0.00 35.65 9.416 10.708' 1.40 1.20 -50.89 35.65 10.708 11.000, 1.40 1.20 -50.89 35.65 3 Column 0.000 0.292 1.20 1.20 -43.75 35.65 0.292 1.124 1.20 1.20 -43.75 35.65 1.124 1.335 1.20 1.20 -43.75 35.65 1.335 1.838 1.20 1.20 -43.75 35.65 1.838 2.670 1.20 1.20 -43.75 35.65 Middle 0.000 0.292 1.20 1.20 -43.75 35.65 0.292 1.124 1.20 1.20 -43.75 35.65 1.124 1.335 1.20 1.20 -43.75 35.65 1.335 1.838 1.20 1.20 -43.75 35.65 1.838 2.670 1.20 1.20 -43.75 35.65 Slab Shear Capacity: Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu ---- -------- -------- -------- ------------ ------------ ------------ 1 114.96 6.75 1.000 82.31 15.25 1.82 2 114.96 6.75 1.000 82.31 29.25 0.85 3 114.96 6.75 1.000 82.31 15.25 0.85 Flexural Transfer of Negative Unbalanced Moment at Supports: Units: Width (in), Munb (k-ft), As (in^2)��®=_�� Supp Width GammaF*Munb Comb Pat AsReq AsProv Additional Bars ---- -------- ------------ ---- ---- -------- -------- --------------- 1 55.00 1.35 U1 All 0.036 1.148 --- 2 55.00 1.35 U1 All �• 460.960 • 1.J48• • �� Flexural Transfer of Positive Unbalancdbmom%4 fles4pgrIv: e�®a®��a��aaae�emasom��m��o�ea��a�=s=ue=s • Units: Width (in), Munb (k-ft), As {i?02r*e •• • • • of Supp Width GammaF*Munb Comb Pat AsReq ASProv Additional Bars ---- -------- ------------ ---- ---- -------- -------- --------------- 1 55.00 0.89 U4 All* ••0.029 • 0►6o0 •1-#4. 2 55.00 0.89 U4 A1:1 • :0.0290, • O.DOO t-44 •• • • •• • • •• • • PunchingShear Around Columns: *00 #00• •• ' " ' 4Units: Vu (kip), Munb (k-ft), vu (psi), Phi*vc (psi) SuppVu ------vu _ Munb Comb Pat GammaV vu Phi*vc ------------ _--- --------- !___ S_ _• •_ •___• _ -------- 1 54.99 72.6 -22.09 Cit A �l.li•i 0.400 1307.6 212.1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "pcablab vl.50 @ Portland Cement Association 02-23-2015, 03:42:18 AM Standalone license. Expires: Never. Locking Code: 4-2C845. User: alex, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\gray dolphin\MAURO GOBET RAY JOB STRUCTIRAL PLANS PILLING\mauro 2 54.99 72.6 22.09 U1 All 0.400 117.6 212.1 Punching Shear Around Drops: Units: Vu (kip), vu (psi), Phi*vc (psi) Supp Vu Comb Pat vu Phi*vc ---- ------------ ---- ---- -------- -------- 1 51.86 Ul All 78.0 212.1 2 51.86 U1 All 78.0 212.1 Maximum Deflections: Units DZ (in) Frame Column Strip Middle Strip Span Dz(DEAD) Dz(LIVE) Dz(TOTAL) Dz(DEAD) Dz(LIVE) Dz(TOTAL) Dz(DEAD) Dz(LIVE) Dz(TOTAL) ------- -------- --------- -------- -------- --------- -------- -------- -- 1 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 2 -0.001 -0.000 -0.00 -0.002 -0.000 -0.002 -0.000 -0.000 -0.000 3 -0.000 0.000 0.00 -0.000 0.000 0.000 -0.000 0.000 0.000 Material Takeoff: Reinforcement in the Direction f Analysis ------------------------------- ---------- Top Bars: 111.1 lb <_> 6.80 lb/ft <-> 0.709 lb/ft^2 Bottom Bars: 138.3 lb <_> 8.47 lb/ft <_> 0.884 lb/ft^2 Stirrups: 0.0 lb <_> 0.00 lb/ft <_> 0.000 lb/ft^2 Total Steel: 249.4 lb <_> 15.26 lb/ft <_> 1.593 lb/ft^2 Concrete: 134.4 ft^3 <_> 8.23 ft^3/ft <_> 0.859 ft^3/ft^2 [3] COLUMN AXIAL FORCES AND MOMENTS Units: P (kip), M (k-ft) Supp Case/Patt P (axial) Mb[top] Ma[bottom] ---- ---------- ------------ ------------ ------------ 1 SELF 10.08 -0.51 -0.00 Dead 30.91 -1.10 -0.00 hydro -29.35 1.54 0.00 Live/All 0.05 -0.00 -0.00 Live/Odd 0.01 0.00 0.00 Live/Even 0.02 -0.00 -0.00 Live/S1 0.04 -0.00 -0.00 Live/S2 0.02 -0.00 -0.00 2 SELF 10.08 0.51 0.00 Dead 30.91 1.10 0.00 hydro -29.35 -1.54 -0.00 Live/All 0.05 0.00 0.00 Live/Odd 0.01 -0.00 -0.00 Live/Even 0.02 0.00 0.00 Live/Sl 0.02 0.00 0.00 Live/S2 0.04 0.00 0.00 Sum SELF 20.17 0.00 0.00 Dead 61.83 0.00 0.00 hydro -58.70 -0.00 0.00 Live/All 0.09 0.00 0.00 Live/Odd 0.02 0.00 0.00 Live/Even 0.05 -0.00 0.00 Live/S1 0.06 0.00 0.00 Live/S2 0.06 -0.00 0.00 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • •• ••• • ••• •••• ••• •• • • • • • • •• • • •• •• • ••• • • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL NOTES STRUCTURAL NOTES Z1�� J b•';� `� ti 3.00-Concrete: 1.00-Foundation: ®v: \ d ` ® N"wpm r � O:O = 1.01-The foundation system shall consist of 14"round auger-cast piles.Concrete grout 3.01-All concrete work shall conform all requirements of ACI 301-10"Specifications for •• Z• -Jr� strength for piles shall be 5000 psi at 28 days. Structural Concrete for Buildings". I j 01. N �: 1.02-14"round piles shall be installed to develop a compression capacity of 35 tons estimated O and a tensile capacity of 15 tons. base bid length is 40 feet. Refer to geotechnical engineer 3.02-Shotcrete compressive strength at 28 days shall be 5000 psi. MAx �� 'dsg,>�••? r~ ••... recommendations for actual pile length. `_/� D16'd 1.03-Piles shall be reinforced with 5#6 full length with#3 @12"closed ties.Vertical 3.03-Form work shall comply with ACI 347-3R-13 Recommended Practice for Concrete �9 ._ _ _ •,. reinforcing to extend 3'above top of pile for connection w/pool slab.Piles shall be reinforced Work". _- - with 1 #7 plus centered full length. 1.04-Pile installation shall be supervised by Pile Contractor State registered P.E. 3.04-Mix designs shall be submitted to the engineer for approval prior to commencement of NOTE#1 (POOL CKNESS) an concrete work. 1.05-Pile installation shall conform to the Florida Building Code, lasted edition. Y PNEUMATICALLY PLACED J 1.06-Contractor shall provide to the structural engineer of record an as-built plan showing p W i precise identification and location of eve pile for review and approval nor to pouring of Ile 3.04-Mix designs shall be submitted to the engineer for approval prior to commencement of every P Pp P P 9 P " w p WALL THICKNESS t <<, caps any concrete work. FLOOR THICKNESS 1b" 10" l a 3.05-No water shall be added to the concrete at the job site. A � w f 2.00-General: - o 3.06-The owner shall Contractor an independent testing laboratory to perform concrete THE FOUNDATION DESK,AI T) TI.x%No 2.01-All materials and construction shall comply with the Florida Building Code,2010 edition, p g ry p SOIL COMPOSITION AR ASCE 7-10 minimum design loads for buildings,the ACI 318-11 building code,and all cylinder tests as follows:four cylinder test for any 50 cubic yards of concrete poured,or three F �:�� g g g GEOTECHNICAL REPORT AYE B $ applicable federal,state and local ordinances. cylinder tests per an da our less that 50 cubic yards.one cylinder shall be tested at 7 -- Y P Y Y P Y Y DYNATECH ENGINEERING CORP. RCH 5,y_ 2.02-These drawings and specifications comply,to the best of my knowledge with the days,two at 28 days. 2014 IL applicable minimum building code. 2.03-The Contractor shall verify all conditions of existing structures affecting new construction 3.07-Transporting, placing,curing and depositing of concrete shall comply with ACI 301-10. o 00 before commencing any work any variations in actual field conditions/dimensions from those WHAMI 5I I I P,�a VILLAGE m shown in the contract drawings shall be reported to the architect/engineer for determining the 4.00- Reinforcing Steel: O z need of redesign prior to Contractor's submittal of shop working drawings for review. s Q 3 2.04-These drawings shall be worked together with architectural, mechanical and electrical 4.01-Reinforcing steel shall be detailed and placed in accordance with ACI-318-11. by DATE drawings to locate depressed slabs, slopes,drains,outlets, recesses,openings, reglets, bolt [APPROMsettings,sleeves, etc. Discrepancies shall be brought to the attention of architect/engineer4.02-Reinforcing steel shall be deformed bars conforming to ASTMA 615(SI)gradebefore proceeding with the work. "'2.05-When performing work below grade, care shall be taken to avoid damaging any existing 4.03-All welded wire fabric shall conform to ASTM 185-94. 00utilities.All unknown utilities discovered during construction shall be brought to the attention of ✓ M w c2 the architect/engineer.Any damage to the existing utilities shall be reported to all affected 4.04-Reinforcing shall be held securely in position with standard accessories duringng P M 3 co parties, including the architect/engineer. of concrete. o ' "` J J LL 2.06-General Contractor shall be responsible for updating his construction documents with the 4.05-All top reinforcing shall terminate with standard hooks at discontinuous edges o ends. 0 U_ �;RUCTU r1L 0 revised drawings and specifications,field orders,change orders and clarifications sketches CL Q g issued during the course of construction. 4.06-All bottom bars shall bear 6"minimum over supports, U.O.N. �a __ - 2.07-Typical details and notes on these drawings shall apply unless specifically noted do / 0 , U otherwise.Construction details and sections not completely shown or noted shall be similar to 4.07-All reinforcing bars marked continuous shall be lapped 36 dia.at splices and co r j ne z w L Cfii�l AL �� z LU LU w details and sections shown or noted for similar conditions. unless otherwise noted. Lap continuous top bars at center between supports as requi 0 L" 2.08-The General Contractor shall be solely responsible for all excavation procedures Terminate continuous bars at non-continuous ends with standard hooks, U.O.N. �: `- ^n M N = including lagging,shoring,and protection of adjacent property,structures,streets and utilities ` W "' in accordance with the local building department. 4.08-Minimum concrete cover for reinforcement: Ll�N1g G > 0• . 7 2.09-General Contractor shall be responsible for the disposal of all accumulated water from > w •••• I. Concrete cast against and permanently exposed to earth: 3" %�S •• ••'� �' '2 U) � • excavations and dewatering operations in such a way as to not cause inconvenience to the _ ao ty � • CW work and damage to the structural elements. ••• am _ 0 •••• II. Concrete exposed to earth or weather I •• "' � • • 2.10-Shop drawings are an aid for field placement and are superseded by the structural MII:0 ICAJ drawings. It shall be responsibility of the General Contractor to make certain that all #6 bars and larger: 2" W'. U-b • LU • construction is in full agreement with the latest structural drawings. #5 bars and smaller: 1.5" - 3 3 • 2.11-The Contractor shall supply the engineer three copies of shop drawings a minimum of t •• c►•• a • o o ••• rat Ill.Concrete not exposed to weather or in in cCTt it eartf®N� L �I J I '• " " •• • one week prior to placement.The review of shop drawings by the engineer is only for gene �� • Slabs and walls: 1.5" :""' •• compliance with the structural drawings and specifications.The review does not guarantee In �- i • 6666 Beams and columns: 1.5" -' - • • •• • any way that the shop drawings are correct nor does it infer that they supersede the structural , K b,a� a • drawings. E[ Cti �3z - 5f)$1E "I iv �� Y Aa L IF� AI, `, .. • 2.12-Submittals to structural engineer. F ,.;I ��r�: ` �' Yrs • I. Concrete test report for cast-in-place concrete as per ACI 301-10. 11 1q� STAGE `eND COUNTY RULES AND'fiECUl�iBI�®filSl •• • _ It. Reinforcing steel shop drawings if applicable. ��y �.a��. .,n-�,.�,.w,.-.�,�__-•\ ?S;;i�'" PROJECT # ------- _ 17 1d331v/0"`•. N - ,`��.�,,r...•• �X60 O •• O 8"SHOTCRETE SLAB 2'-4"CONCRETE POOL DECK _N; �^r� REINFORCED W/#4 @ 8"EACH IN CANTILEVER f�' co 42'-2n WAY,C/C UNDER THIS PERMIT " 21-0" 9'-7" 9'-7" 9'-7" 91- 2'-O° n 0��i! (J•.' •• Z CV R i W V^ s N pyRK CV j P-10 P-08L P-O8 I P'07 P-06_ Y ZZ V/'� N � p W 3 J ® m m i N W"V) 3 Lu 1 "SHOTCRETE SLAB o N ENFORCED W/#4 @ 8"EACH WAY,TOP&BOTTOM ® Z o x a M w M F J M o J O � O < o CL V P-01 P-02 P-04 P-05 N ,n w I-u U � — z w <_ w w L N V N C ui _ < Lo Lo ~ w • U a LEGEND • 3 •� t- •:- .• . a V)e) .2 N � •. �:..: 35 TON AUGER-CAST PILES .. ... POOL FRAMING & PILING LAYOUT PLAN ' 4'X 4'X 4" PILE CAP EMBED •' W'• ""' W n_ n L __j PILE 4". .• ria.•• a • 3• o SCALE: 1/4 1 -0 .. .. .. . . .... •• PROJECT # 17 EL.+9.83' NGVD. �� •`..l `%'b,•. J��: TOP OF COPING EL.+9.83' NGVD. �� a Oo O �Q BULLNOSE BRICK BULLNOSE BRICK • �: �• TOP OF COPING W EL.+9.33' NGVD. POOL DECK CONCRETE POOL DECD< liJ sv , O POOL WATER LEVEL SEE ARCH.DRAWING FOR FINISH EL.+9.33' NGVD. N; JF5 T POOL WATER LEVEL (BY OTHERS) N• O� . MATERIAL. Z�Z `�R LL� O� 0 �[v �� 1 ) •��04. 6"GLAZED CERAMIC TILE 6"GLAZED CERAMIC 01 TILE RETURN FITTINGS INSTALLED 12" #4@12" RETURN FITTINGS INSTALLED g BELOW WATER LEVEL EACH WAY 12" BELOW WATER LEVEL f CL TBD FINISH ON WALL AND FLOOR TBD FINISH ON WALL SURFACE AND FLOOR SURFACE 8"SHOTCRETE WALLS. REINFORCED WITH#4 AT 8" 8'SHOTCRETE WALLS. VERTICAL AND#4 AT 8" REINFORCED WITH#4 AT 8" HORIZONTAL.CENTER STEEL IN 4'-0" VERTICAL AND#4 AT a" o 4'-0" HORIZONTAL.CENTER STEEL IN ` k WALL U.O.N. " W 1'-0" 1-0 WALL U.O.N. IRE 11/2" CLR nP 1112" CLR nP Ir = HOOK TOP&BOTTOM o HOOK TOP&BOTTOM BAR 12"INTO WALL BAR 12"INTO WALL _ Z c Y � n- 3" CLR 3" CLRv0 i 10"SHOTCRETE SLAB 10"SHOTCRETE SLAB m O 9 REINFORCED WITH#4 AT 8" EACH REINFORCED WITH#4 AT 8" EACH wv> z WAY,TOP&BOTTOM. (y) v ¢ a WAY,TOP&BOTTOM. NEW 14"DIAM o V) 0 0 -� AUGER PILE �.i z 0 x TYPICAL WALL SECTION TYPICAL WALL SECTION � w M O „ 2 SCALE 1/2"=1'-0" M 3o M SCALE 1/2"=V-0" � � 0 LL U- 6"GLAZED EL.+9.33'N.G.V.D EL.+9.83'NPOOL DECK .G.V.D � CERAMIC TILE TOP OF WATER TOP OF COPING BY OTHERS Q Q C� ruu ru z_ W Z /\\T\\�\^T\\/\\\ N N Lu r`#4 @ 8"VERTICAL < � °= ~ #4 a"VERTICAL `� = SWIMMING ;\`;;\\;;\\;,\` `;,\`>;\`> •�• w @ ,r\ SLIP RESISTANT ,\, i,\i\r,\r\1� • ••• CONTRASTING TILE POOL <#4 @ 8"HORIZ. ; .00) 6i • N` n • 6i Lr) #4@8"HO • &b ap wi CO •• %rnrri \ \ \\ ri\`r�\rri\r�r�\�^r r�\r��\�r��\�\ \ \ \ \ \ `\ter\%�T��rrr`\T�r\�r�\��rT�` \` \ ri\ter%\T\ter�r��ri\r�; •• ••• o • • K\ r a • .•.• V-4 \�\` ;` \\; wRri,!i✓;r li:r!i:r;r ii;r.�\ ri\iyri\rri�ri ri�ri\ri\ri\ri\ri\ri\ri\ri\ri\ • w • w..•r0 \. ` r `i\i`i\i`i`i`i`r`i`i`i`i`i`i`i\i "x 4'-0"x 8"PILE, • z • ••• r\r10"SHOTCRETE SLAB r\rr\\rerr`ri\\rr\\rr\\rr\`rr\\rr\\rr\`rr\\rr\\rr\`rr\`rr\\rr\\rr rr ^J v moo3` ` ` `i` ` P EMBED PILE 4 � • o• 0 • ••• ?rr`r,\rr\rr`r,`rr\rr `rr\rrirri rr`rr\rr`rrirririi\rri\rri r rr.ri�ri�rr�rr \rri\ri\ri\ri\ri\ri\ri\r\ri\ri\rr`\r\r\ri�\r�\rr\\ri\\rr\\r \\ri\\r�\\n REINFORCED WI ` •. ra•• a r\ \\n��\\\n�r\�\`\\\\\\\\\ �y\\r0,\\r\` r\`r\\rOrOr\`r\\r\`r�`r\\r\\i`i`i�\r\r�r\r\r\r \r\/r\i\r r r r,r,r,r,r,r,r,r,r,rr, r,,r, r,ri\ri\ri\r,\r,\r,\r,\ri\r�\r\rr,\r�r\rr\r\r \r,\rr�rr\\<\rr\\% '\\ rr\\r\\rr\rr\\rr\\rr�\rr\\rr\\rr\\rr\\rr�\rr\\rr\\rr\\rr\\r\\rte\`r��`rr \`�\`` .`�``�\` • •• •• • • ••.• \\r�\ EACH WAY,TOP& � ,\rr\rr�rr�rr\rr�r,\rr�rr�r,�r,�r,\r,\r,�r,�rrrrrrrr r r;14 DIAMETER ,�ir�ir� • i\ri`r `ri rT�r�ri�ii�i rir�ir�i�i,�ir it i i,i,\i\ir\i, \i\ii\\rig\rr ri\\rig\ri�\ri\\ri�\r\\rr\\r�\ri\rr\\r\ri�\n \ <\� r rrr;r\u..,BOTTOM AUGER PILING ; ,\i ,��\,r ,.\ �i�%G ; � \� . , • • • •� r 4#6 BARS W/#3 TIES (ROUND 8 in.D)@ 8" • • • • FULL DEPTH+1#7 '••• : �'e•• • • •••• ANTI-ENTRAPMENT SUCTION OUTLET COVER& BAR,IN THE MIDDLE, �-/••. FRAME COMPLIANT WITH THE NEW VIRGINIA 15 FEET LONG GRAEME-BAKER POOL AND SPA SAFETY ACT O POOL SECTION PROJECT # (ASMEIANSI Al 12.19.8A-2008).-TYPICAL OF 2- 3 SCALE: 1/4"=1'-0" 1 PROVIDE LANDSCAPING AROUND POOL EXISTING ASPHALT INPUT DATA OF POOL ;• PAVEMENT EQUIPMENT PAD TO OBSCURE IT FROM \��. ..� - VIEW POOL SURFACE 633 (SQ.FT) =.,� �� PROPERTY LINE (148.13') _- POOL PERIMETER 115 FT. V Q� !_.z' POOL CAPACITY 20,123 (GALLON) POOL PUMP SIZE 2.0 HP CARTRIDGE FILTER 150 (SQ.FT) / W ER r - - - - - - - - - - - - - —' PE ! NEW POOL POOLTUROVER 1.97 (HRS) `7, ;; ®".� L T. - EQUIPMENT PAD �' --- I DRAINFIELD AREA '!r ' DECK SURFACE 110 (SQ.FT) ^iF ;. $>' w a 10'.a•MIN. LAWN (780 SF) --- ;, b DRIVEWAY � INLETS 5 UNITS a a ;; �� 1 Irrr r;. J �rrrrr i rr®I SKIMMER 2 UNITS ^ - - - - T ---------- % . � �'` EXIST PRESERVE AREA(388 SF)VACUMM , �L 10 ♦♦�� b3.• .�ql 1 UNITS 1' a..»' EXIST.WATER SEWER SEPTIC TANK �_ _ _ _ _ _ _ _ _ _ _ _ _ __� ♦ * •.�� UNDERWATER LIGHT 3 UNITS `C LINE LINE (1200 GAL.) ��6,•: DECK DRAIN N/A FT. POOL DECK \ 0. z CHLORINATOR 1 UNITS EXIST _ WEaN = CONCRETE �„� L!J; � J N -�� - - - UNDER THIS PERMIT v - :w S' !r W e GAS HEATER NIA UNITS GENERATOR i _ SWMIIMINGI? 4t Q ca, `� t�•to® _ HEAT PUMP NIA UNITS - U1DE�TLiiS F3phIT= p JW X12 2 O W S hl THE WATER VELOCITY WILL NOT EXCEED 10 FT/S. El .or�lJ'• •� �� p \ POOL DEO " 'I mt�A�� bd ••• R�e x -- \ UNDER SEPARATE Ltl �a FLOTATION ANALYSIS PERMIT.`, O la,: FLOOR ELEVATION 9.84 FT. _J ' I 03 TOP OF POOL WALL 9.62 FT. r POOL DEPTH 5.5 FT. 00 / o Lo BOTTON OF SLAB 3.01 FT. EXIST.TWO STORY 48 m N z N FLOOD CRITERIA 9.00 FT. I z o F.C.DEPTH LEVEL 5,99 FT. RESIDENCE. I F I U Lo) a LESS HYDROVERTICAL -2,00 �' HYDROSTATIC UPLIFT 3,99 FT. 777 04 Q 00 Z 00 M O M M a~ C I M w J KEY NOTES: ' W ENTR z> ` 3 LL 03 PEDESTRIAN GATE.5'-0"HIGH,SELF-CLOSING, Z i co fL J Lu �' � Lu L' SELF-LATCHING.ALUMINUM FRAME WITH J ' w O w O HORIZONTAL RESYSTA PLANKS THAT MATCH THE BUILDING EAVE.GC TO PROVIDE SHOP It \ O = 2 h DWGS FOR ARCHITECTS REVIEW.(UNDER SEPARATE PERMIT) d I DRIVEWAY 1 IL N LLJ 07 MAINTAIN ALL WATER RUNOFF WITHIN PROPERTY. I I SLOPE AWAY FROM P.L.AT Y."1 FT MIN. SLOPE. V Q U 0_} 07 Z w 10 5'-0"HIGH CHAIN LINK SITE FENCING,COVERED WITH 1( - FOLLIAGE,AT PROPERTY LINE. ( _ \ << w w w 17 MOTORIZED VEHICULAR ENTRY GATE @ 5'-0"H. __ - -- - - - > h STEEL FRAME WITH HORIZONTAL RESYSTA PLANKS PROPERTY LINE(124.98')'\ 5'-0"CONCRETE SIDEWALK > • •� 2 THAT MATCH THE BUILDING EAVE.GC TO PROVIDE • • •�•• z � •�• SHOP DRAWINGS FOR ARCHITECTS REVIEW. j \I ••• N•O ••= (%I O' •• LLJ (UNDER SEPARATE PERMIT) + '11 0! T'll A 1 / ••• •• Lr), LL q ••• 48 EXISTING WALL TO REMAIN •• Col) .�, N • w 22'-0"GRASS PARKWAY \ • w• •+ •• •• ..� a z z i •• •• •• • ••• ices • LEGAL DESCRIPTION F N . E . 95 T H STREET F •••••• MIAMI SHORES SEC 3 PB 10-37 LOTS 34&35 &E1/2 — — — — -— -— - — -- -- — •••• :S ••1 • • LOT 33 BLK 84 LOT SIZE IRREGULAR OR 20669-0595 09 SITE PLAN. •j 2002 5.TAKEN OF THE PUBLIC RECORD OF DADE ♦ ♦ PROJECT # scale 1"=20' COUNTY,FLORIDA. 17 ♦�``� �,�3 NUJ �'�. RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES(F.B.C.R4101.17) POOL GENERAL NOTES. PUMP MOTOR ENERGY EFFICIENCY REQUIREMENTS TO ♦♦♦� ' �''•b•��®d COMPLY WITH F.B.C.403.9 ♦ y� Q••. RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH 84101.17.1 THROUGH 8.4101.17.3 1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C.2010 RESIDENTIAL AND ANSIMSPI-8,ANSIINSPI-5 1-THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615.GRADE 60 1. PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. • d; BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. 2. CONTROLS NEED TO BE CAPABLE OF OPERATING AT A MINIMUM OF TWO J o DIFFERENT SPEEDS. Q• � GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES MEASURED ONTHE SIDE OF THE BARRIER WHICH 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL. 3. DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED.THE N: FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE 5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN HIGHER-SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, Z•2 {(1 y'� BARRIER MAY BEAT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE.WHERE THE BARRIER IS ONE HOUR DISCHARGE. WHICHEVER IS LESS. O o ® •� MOUNTED ON TOP OF THE POOL STRUCTURE,THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE 6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS CONNECTION 4. SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS ; DURING PERIODS OF USABLE GAIN. POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES. WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 2-OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4-INCH DIAMETER SPHERE. 7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE. 5. SIZE THE PUMP BASED ON:POOLGALLONS/360 MINUTES AND SELECTING A PUMP ®, FROM EITHER THE APSP OR CEC DATABASE WITH CURVE A OR C LISTED -RA� 3-SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF FLOWRATE EQUAL TO OR LESS THAN CALCULATED FILTRATION FLOWRATE. EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. THE SUCTION LINE(4-DIA.MIN.). 6. A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL 4-WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN 9, ALL FLOOR&WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC.WITH A MIN.28 DAY COMPRESSIVE FILTRATION PUMP ONLY DURING OFF-PEAK PERIOD AND FOR THE MINIMUM TIME THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES,THE HORIZONTAL MEMBERS SHALL BE STRENGTH OF 3000 P.S.I. NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT 10.ALL REINF.STEEL TO CONFORM TO A.S.T.M.A615 GRADE 60. APPLICABLE PUBLIC PUBLIC HEALTH STANDARDS.7. EXCEED 1-3/4 INCHES IN WIDTH, 11.ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 7. FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW iz 5-WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS 12.IN ALL CASES,THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES RATE. FROM FAILURE BY SHEATHING AND/OR SHORINGOR OTHER METHODS AS REQUIRED.THE DESIGN ENGINEER 1)POOL GALI360 FLOW RATE(IN GPM) 2)DIVIDE GPM BY A NUMBER SHOWN r , SHALL NOT EXCEED 1-3/4 INCHES IN WIDTH. TO FIND THE FILTERS MINIMUM SQ FEET CARTRIDGE=.375 SAND--15 DE=2 6-WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 8. MINIMUM DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE v THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE,SPACING BETWEEN VERTICAL MEMBERS 13.THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED DIAMETER OF THE RETURN PIPE,WHICHEVER IS GREATER. : SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING SETBACK AREAS.PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE 9. SWEEP ELBOWS ARE RECOMMENDED. 2 h z WITHIN THE CUTOUTS SHALL NOT EXCEED 1-314 INCHES IN WIDTH. ARE SO INDICATED.POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. 10. RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE a (�"' 7-MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-114 INCH SQUARE UNLESS THE FENCE IS IF NECESSARY,POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO RETURN LINE AND 6 FPS IN THE SUCTION LINE,AND ALSO MEETS VGB/ANSI-7 `� �y o PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN CONSTRUCTION, ENIRAPMENTAVOIDANCE REQUIREMENTS. j ;a 11 1-3/4 INCHES. 14.DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. . POOL PUMP MOTORS SHALL NOT BE SPLIT PHASE,SHADED POLE OR CAPACITOR a a 8-WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE 15.TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED START INDUCTION TYPE RUN TYPES. DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4 INCHES. 102 DEGREES FAHRENHEIT. HEATERS 9-ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R 4101.17.1.1 THROUGH R 4101.17.1.7 AND SHALL SITE PREPARATION BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE.PEDESTRIAN ACCESS GATES SHALL OPEN OUTWARD AWAY FOSSIL FUEL/GAS LO FROM THE POOL AND SHALL BE SELF-CLOSING AND HAVE ASELF-LATCHING DEVICE. GATES OTHER THAN 1. 78%MINIMUM FUEL EFFICIENCY FOR GAS-FIRED AND OIL FIRED POOL -..;tZ o_ 1.EXCAVATION SHALL REMOVE ALL GRASS.WEEDS,ROOTS,AND ANY DEBRIS.. HEATERS. U 3 r-4 i PEDESTRIAN ACCESS GATES SHALL HAVE A SELF-LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 2. NO STANDING PILOTS FOR NATURAL OR LP GAS HEATERS Jo 00 0 LO SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE,THE RELEASE 3. SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKFILL. HEAT PUMPS MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 INCHES BELOW THE TOP OF THE 4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED,THE DEMUCKED SURFACE SHALL BE COMPACTED. 3. 4.0 MINIMUM C.O.P.AS PER AHRI 1160 LOW TEMPERATURE TEST. m N o GATE,AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE 5.FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS. 4, ALL HEATERS MUST BE EQUIPPED WITH A READILY ACCESSIBLE ON/OFF I Q 3 �� RELEASE MECHANISM. 6.EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. SWITCH ON THE OUTSIDE THE HEATER THATGLLows SHUTTING IT OFF THERMOSTAT 10-WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER,ONE OF THE FOLLOWING SHALL APPLY: 7.FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL.FILL MATERIAL SHALL HAVE A MAXIMUM WITHOUT ADJUSTING THE TERMOSTAT SETTING. o 0 1.ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM PARTICLE SIZE OF 3°AND NO MORE THAN 10%PASSING THE No.200 SIEVE. WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL FILTRATION AND PLUMBING u i SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE 00 00 CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM 1. DESIGN FLOW RATE MUST NOT TURN OVER POOL WATER VOLUME IN LESS o M SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH A MANUAL THAN SIX HOURS O 36 GPM,WHICHEVER IS GREATER. MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO 2. WATER FLOW VELOCITY AT A MAXIMUM FLOW RATE MUST NOT EXCEED 8 MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE FT/SEC IN THE RETURN LINE AND 6FT/SEC E THE SUCTION LINE U- OR � 3. SOLAR ACCESS STUBS MUST BE SEPARATED BY A MINIMUM 18°(HORIZONTAL 3 THRESHOLD OF THE DOOR. OR VERTICAL)OF STRAIGHT PIPE. J w W 2.OTHER MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES OR DOORS 4 BACKWASH OR HE RETURN W MUST BE A MINIMUM . 2°OR THE O w w WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE DIAMETER OF THE RETURN PIPE,WHICHEVER IS GREATER. Q O THRESHOLD,WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY,SHALL BE ACCEPTED. WHERE AN 5. DIRECTIONAL INLET FITTINGS ARE REQUIRED. O N ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE 6. FOR POOL FILTRATION PUMPS,A LENGTH OF STRAIGHT PIPE THAT IS AT h POOL STRUCTURE,AND THE MEANS OF ACCESS IS A LADDER OR STEPS,THE LADDER OR STEPS EITHER SHALL LEAST 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. U Q BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS,OR THE LADDER OR STEPS SHALL ELECTRICAL NOTES Z w BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF R4101.17.1.1 THROUGH R4101.17.1.9.AND RESIDENTIAL SWIMMING POOL ALARMS (F.B.C.R4101.17.1.9) 84101.17.1.12 THROUGH 84101.17.1.14 1.INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM.INSTALL 5 WHEN THE LADDER OR STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENING CREATED SHALL NOT ALLOW DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50'OF FUSED SWITCH AT SERVICE POINT.ELECTRICAL LIGHT RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH FLORIDA ` w w Lu THE PASSAGE OF A 4 INCH DIAMETER SPHERE. CONNECTION TO COMPLY WITH NEC 660-1575 ART.680. STATUTES 515.27 � � w N INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH 2. ALL METALLIC PARTS OF THE WATER STRUCTURE,INCLUDING CONDUITS,PIPING SYSTEM,REINFORCING 1-ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM `6 • 84101.17.1.9. STEEL OF THE POOL SHELL,COPING STONES,DECK,FIXTURE HOUSING,LADDERS AND THEIR SUPPORTS SHALL THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT 3 ti •2 7- R4101.17.1.9. •.•• PROHIBITED LOCATIONS.BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON GROUND[680.26(C)].BOUNDING ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF i • (� N 0- J 01 •• EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. CONDUCTORS SHALL NOT BE SMALLER THAN A#8 COPPER WIRE. 85 DB A AT 10 FEET. • • � i vNi Lu • CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF(1)#8 CONTINUOUS COPPER WIRE • •••• o Z• Z •••• REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO ANY CHANGE REQUIERED, LOOPED AROUND POOL PERIMETER.LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL,DECK PUMP CONTROLS • r•• 00 • 000 ••••i OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIERED REINFORCING,AND PUMP MOTOR CASING. ,v�• v .. CV • REVISION TO THE PLAN. 4. NO RECEPTACLES SHALL BE INSTALL WITHIN 19 OF DISTANCE OF WATER EDGE. 1 ALL RESIDENTIAL FILTRATION PUMP CONTROLS FOR USE WITH AMULTI-SPEED • w • •• •• w 5. ALL DISCONNECTING MEANS[ARTICLE 404]AND SWITCHES MUST BE LOCATED AT LEAST 5 FT.HORIZONTALLY PUMP MUST HAVE THE CAPABILITY OF OPERATING A MINIMUM OF TWO SPEEDS "•• 0o • i • • FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE,WALL,OR OTHER WITH A DEFAULT TO THE LOWERIFILTRATION SPEED AFTER ONE NORMAL • 4••• a • v•• o •••• FILTRATION CYCLE OR 24 HOURS,WHICHEVER IS LESS.(IF EXISTING CONTROLS •• •. •• • *00:0 PERMANENT BARRIER[680.22(C)]. ARE REPLACED,THE NEW CONTROLS MUST MEET REQUIREMENT.) • • • 00000• •••••• •00 • •••••• 00 S P.0*2: • PROJECT # 17 N -------- NOTE#1 (POOL THICKNESS) NOTE: R4101.6.1.CONFORMANCE STANDARD,DESIGN PNEUMATICALLY PLACED CONC.TOP BOA_ CONSTRUCTION AND WORKMANSHIP SHALL BE TO . e/J ✓!��' IN CONFORMITY WITH THE REQUIREMENTS OF WALLTHICKNESS 8" 8" ANSI/NSPI 3; ANSI/NSPI 4; ANSI/NSPA 5; FLOOR THICKNESS 10" 10" ANSI/NSPI 6 AND ANSI/APSP 7. POOL EQUIP. THE FOUNDATION DESIGN ALTERNATIVE AND SOIL COMPOSITION ARE BASED ONj ALL DOOR&WINDOWS TO HAVE ALARMS GEOTECHNICAL REPORT AND BORINGS BY ALL DOORS AND WINDOWS PROVIDING DYNATECH ENGINEERING CORP.DATED MARCH 5, DIRECT ACCESS FROM THE HOME TO THE 2014 j a POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE A MINIMUM SOUND PRESSURE RATING OF 85 DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE DB A AT 10 FEET (3048 MM). ANY ARCHITECTIENGINEER PRIOR TO ANY CHANGE REQUIRED,OTHERWISE THE ,� �3 •• �I.� o DEACTIVATION SWITCH SHALL BE LOCATED CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY �� ••• 00 W Se Z AT LEAST 54 INCHES ABOVE THE REQUIRED REVISION TO THE PLAN. �® •; —P©•.••��i I THRESHOLD OF THE ACCESS. SEPARATE /V� �d•;Z ALARMS ARE NOT REQUIRED FOR EACH POOL DECK POOL DECK W; QI 01'- DOOR OR WINDOW IF SENSORS WIRED TOA UNDER SEPARATE PERMIT UNDER THIS PERMIT 1 J•w CENTRAL ALARM SOUND WHEN CONTACT IS S'3 CONCRETE DECK pa.1:N Nop �L; Z CL t BROKEN AT ANY OPENING. 42'-2" (UNDER THIS PERMIT) " O•� o � _ 3 ' s J • •.o.•.••�• Q ' d ` N z— (y) M 3 w -3.5_FT_ -__ _ -21HFT-_- _ 7 __- _ - _ -__ - _ - �- = i z -MD- - - = - - - -SWIN�MING- = - = - =A'_� - - D€pTH - - POOL - DEPTH- - - r:sa� - _ _ - - -P_OOI _ - _ - _ - _ r8.89-- 4.5_'F-T - M W M _ 4 8'�- TOP OF COPING _ -SLOPE _ - - _ - - - - - - - - SLOPE - _ O- _ -WATER LEVEL - _ - - - - - - - z +9.83'N.G.V.D. _ - _ - - - _ - _ - - - - - - - - - - z o M - - - - - - - - - -A--9 3T J -i - _ _ STEPS - - - - - - m O - - - - - w _ _3.5 - - - - - _ - - _ - - - - - - - - - - � o d Q m � w EXIST. 118 INCH - - - - - - o - - - - - - - - - - - - - n ' U ru Lu Lu PLANTER PER FOOT - - - - - - - - - - - - - - - - - - CZ 0 � �^� 0 14'-0" m o o < 2 w = 14-1 2 Lo 1/8 INCH SAVI ED LIGHT y m > a (D o. CONCRETE DECK S-3 PER FOOT (TYPICAL OF 9) > 'Z � � ... (SEPARATE PERMIT) > '�'v) Gi J • - +9.83'N.G.V.D ZD .• o ev � o ^ •.. jl - GFI/WP .. �.. a o 10'MIN/20'MAX •• •• •••• FROM WATER EDGE • 0 sees POOL LAYOUT & AREA PLAN. EXISTING —�� ------ •• • scale 1/8"=1' RESIDENCE PROJECT # Timm--- 17 i �,A�i r •• ' 24 HOUR INTERMATIC TIMER WI MANUAL SWITCH Q Lu �0) 1A O:W ' I 1112"WASTE LINE CS 150 SF CARTRIDGE FIL FILTER ,s','Og�9+*••s s P R POOL FILTER ASA;AAetae° 2HP DUAL SPEED (110GPM @ 60TDH) 2}° F 2" i I a a r— J s� E�uIPMEM Z� 2�^ C� 3"�-3 I I I i w o b b b ® I 1i POOL SK SK VC POOL RETURN I 1.5"(POOL MODE) I I I I Z a v FLOW DIAGRAM-POOL PUMP SYSTEMm CO SCALE: N.T.S. <V) a _ I o 2"SKIMMER LINE I J N 0 0 2 "POOL DUAL MAIN DRAIN SUCTION LINE I G.i 11.POOL WALL RETURN 2"SKIMMER LINE I a 00 2"VACUUM LINE w M M 3 Cj C U J M o J r----------------T---------------T---- — ----- ----------------� �-------- O J L_ L.. O a a Q w l ( U w O z W Z LU ` Lu p F- Lu • • t+v••Z Lw ••.. I • ® O ANTIVORTEXLo• • � • rii • DOUBLE MAIN DRAIN(2) •. •.• 1• W w •••• • 0 C4 CY 7 I O3 INLET(5) '• •• S^ • Q -s ' . •..• L1---------------------------- ----I------------J ®VACUUM •• •• LJ: • w►• wIz • •.. WITH SAFETY VAC .. O•• W • • 3 • •••' LOCK COVER(1) .. a. p • o • POOL PIPING PLAN. scale 1/8°=l, •'•• �• • .4 PROJECT # 17 varies see varies see TYPICAL WALL AND DECK SECTION nts. TYPICAL WALL AND DECK SECTION nts. varies see PLAN ' FILTER ELEV.(NGW) TOP OF POOL WALL DECK WATER LINE � PUMP = FLOOD CRITERIA c%) 7 w 6"THICK CONCRETE o w EQUIPMENT PAD p R T-0" _ (4)112"DIAM.x 3" a w HILTI KWIK BOLTS a GENERAL NOTES: 1.POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN MAIN DRAIN SEE DETAIL DESIGNED TO COMPLY WITH F.B.C.SECT.301.13 2.ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB.SEPARATE SLABS ARE NOT PERMITTED. �, �2••"'••' '�� TYPICAL POOL SECTION nts 1/4"=1' 'O W 03�';W�� Z a- LO ANCHORAGE DETAIL 06 THIS POOL IS NOT INTENDED FOR DIVING J'U Lu :J m 0N SCALE: N.T.S. FILTER/PUMP/HEATER ' W• > v� O Ti CO FINISHED POOL DECK 9rlr�e �o•• 00 o 00 M a M M w J io .q N O W Lu TILE SKIMMER THROAT SKIMMER UNIT ANSI/APSP-7 �at�$ ne0 COMPLIANT DRAIN wed j��,�� POOL WATER LEVEL17 00000n —�" Lu 000000 eved �—` C� _ u Q Oo0o00 �Ppr _ ¢ Z - 000000 �r� 4 o0000o z � Q SP 1078 FLAPPER VALVEC� C� = ASSEMBLY AND SELF RELEASING O < Lu w w } SPRING LOADED CHECK VALVE ~ N ' •`? • (� 3 • _ _ N J Lu Lu OLU 2"TO FILTER PUMP 3" •� :•� 02 •� o a Lo 00 o • 04 g 90 ELBOW. • • ^ • z CAP THIS END HYDROSTATIC "T" VALVE 21/2"POOL FILTER „ •, �. •.. SUCTION �•,•„ •' IL 2 SUCTION OUTLET +"'' F'� • 3 SKIMMER DETA •• SP-6 SCALE:N.T.S. POOL DUAL MAIN DRAIN Sp_ SCALE: N.T.S. PROJECT # 17 • ,,�IIIIIIIIp�� `� �• '3 ' •• . JUNCTION BOX O ((J ` O PRE-CAST m 0 CO �W COPING w J '�' �• 5'-0"MIN. ' ' O• NOTE:ALL EQUIPMENT SHALL BE 8"MIN. : y V•C- 1"PVC to water a i0 '•�• �(�•� 3#6,THWN,CU,1"C GFCI PROTECTED. 0 - • waterline OSA • ....••'•• 3#12,THWN,CU,1/2•C 1P/15A NEW 3#12,THWN,CU,1/2•C NICHELESS INTELLIGENT SUB PANEL 2P/20A COLOR LED LIGHTING(12 VOLT) JANDY TO COMPLY WITH F.B.C.2007 100 AMP AND NEC 680 1 cp SEE APPROVED ARCH. I BY OTHERS) 15A GFI 0 (SEE PLAN FOR LOCATION) 4 DRAWINGS FOR DETAILS O RECPT. zr O 15A 20A SECTION UNDER WATER LAMP. a SW SW Scale 112"=1' s� d N eox C 1413 SJT-1"C GROUND WIRE SHALL BE BOND TO REBAR CAGE a a INTEGRAL W/ �'"t 18"FROM WATER EDGEIN 4 PLACES M FILTER FIXTURE -- - I I PUMP �q I j MOTOR I #8 SOLID C.U.18"MIN TO 24" Y Z N LO POLILLED GHTS DUAL SPPED AMAX FROM CONTOUR OF o (TYPICAL OF 9) I POOL 380 DEGREES WITH 4 m 0 p POOL EQUAL BONDING POINTS = 'I O - II CONNECTED F o POOL ELECTRICAL SCHEMATIC STEELREINFORCEMENT. i o in¢ o 0 A.ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC. B.NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10'OF POOL'S WATER EDGE UNLESS IT 18'OR HIGHER. L__________�____________� w C.PRIOR TO ELECTRICAL ROUGH,ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THIS DRAWING SHOWING ; 00 oz 00 EXISTING SERVICE WITH ADDITIONAL LOADS,CALCULATIONS AND EXPECTED AS BUILD CONFIGURATION IF DIFFERENT �-9 BOND TO DECK REINFORCING IF APPLICABLE M is M FROM THIS DRAWING. D.GROUND ALL BOXES,LIGTHS,MOTORS,LADDERS,ETC WITH#8 GROUND WIRE. ��_�.TO PUMP MOTOR CASING U- w U- Z U- r- E.IN ALL AREAS SPECIFIED IN 210.52,A 11 125 VOLT,15 AND 20 AMP RECECTACLES SHALL BE LISTEDTYP. BONDING DETAIL N 0 w TAMPER-RESISTANT RECEPTACLESAS PER NEC 406.11 Lu q8 SOLID C.U.18'MIN TO 24'ALTERNATNE DESIGN EQUAL TO THE O oe ne F.ALL SWIMMING POOL PUMPS REQUIRE GFCI BREAKES AS PER NEC 680.22B EOUIPOTENCIALBONDING GGW0 IODREQUIREMENTSOFN.E.C. 0 = G.RECEPTACLES IN WET LOCATION SHALL BE LISTED 11 N AS WEATHER RESISTANT TYPE NEC 406.8(B)(1) DIVING (� Q LU U Q POOL CONTRACTOR TO VERIFY JOB SITE VOLTAGE BEFORE ORDER MOBOARDS DECK Z W TORS. � DRAINS c JUCTPOOL load summary BOXES(G) SHEMLPOOL&DE HAND RAIL LU N J REINFORC G • ••U' _ • • • Z M ••• a a w STEEL Lo LOLOAD • {r m DESCRIPTION WIRE CONDUIT (KVFENCE METAL DOOR •• • �� 4` • N w •- FRAMES,ETC<5FT •• ••• 1�I iL W ••• 1511 1 Q POOL/50 WATT #12 1/2° 0.45 WATER FROM WATER EDGE •• i s• a N o •• - 2012 2 Q POOL FILTER PUMP/2 HP #12 t/2° 2.55 CIRCULATION • NN • " Ws • $EQUIPMENT • z z • ••• •• ( •• • • 0 • •• ELECTRICAL s SPACE PANEL POOL COVER •• •• • ••• MOTOR 0 • TOTAL LOAD 3.0 KVA o • • • • • •••• • s i••••• (12.51 AMP GROUND BAR � • • ELECTRICAL REVIEW 1, W FIXEDWMETALEREDT •• • • •••� ��7' �J�� WATER HEATERFROM WATER EDGE •• POOL ELECTRICAL SCHEMATIC APPROVE �— ®ATE NO SCALE COMMON BONDING GRID DETAIL ____ PROJECT #